Relevant bibliographies by topics / Broken stone

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
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Academic literature on the topic 'Broken stone'

Author: Grafiati
Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Broken stone"

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Norhadi, Ahmad, H. Muhammad Fauzi, Akhmad Marzuki, and Zuraida Zuraida. "Perancangan Lapis Pondasi Agregat Tanpa Penutup Aspal Pada Gradasi Batas Tengah Dengan Menggunakan Clay Stone." Jurnal Gradasi Teknik Sipil 2, no. 2 (2018): 45–54. http://dx.doi.org/10.31961/gradasi.v2i2.609.

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“Lapis Pondasi Agregat tanpa penutup aspal” is a strong layer structure because it receives a direct load of vehicles above the surface. In general, the making of access roads for mining sites does not use pavement with asphalt. One of the materials for mining pavement generally uses the mine's surface excavation using a clay stone as an addition to a mixture or filler for the aggregate layer structure. Clay stone is a sedimentary rock that is strong if it is in the soil and will become soft when submerged in water. “Lapis Pondasi Agregat tanpa penutup aspal” is dominated by fine particles which is a maximum diameter of 19 mm making it difficult to adjust the gradation composition. So to get the ideal gradation of “Lapis Pondasi Agregat tanpa penutup aspal” composition, it is necessary to do Research on “Lapis Pondasi Agregat tanpa penutup aspal” on Middle Border Gradations Using Clay Stone". The purpose of this study was to determine the value of the mixture composition between clay stone and broken stone, the value of PI content (plastic index) and CBR value
 “Lapis Pondasi Agregat tanpa penutup aspal” must meet the requirements of material properties in accordance with the General Revised 3rd Edition of Bina Marga specifications, the gradation consists of material passed the filter ¾, maximum liquid limit value of 35%, minimum plasticity index value of 4% and maximum 15 %, clumps of clay and fragile granules of at least 0% and a maximum of 5%, coarse aggregate abrasion is a maximum of 40% and has a minimum CBR (California Bearing Ratio) value of 60%.
 From the results of this study, it can be seen the mixture composition between clay stone and stone, PI value (plastic index) and CBR value from the gradation of the middle boundary of the “Lapis Pondasi Agregat tanpa penutup aspal”. The composition of the mixture of clay stone and aggregate rock broke on the middle boundary gradation, ie 1-2% broken stone by 20%, 1-1 broken stone by 33%, stone ash by 35%, and clay stone by 12%. Based on the results of the examination of the liquid limit and plastic limit, the Plastic Index (PI) value of the clay stone was 35.696% and for the combination of the mixture of broken stone with an additional 12% clay stone was 13.941%. Based on the results of laboratory density and CBR examinations, it was found that the design CBR value of broken stone aggregate was 73%, the clay stone was 1,150% and for the combination of clay stone and aggregate rock was broken by 64%.
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Shlapak, Volodymyr Oleksandrovich, Ivan Victorovich Klimenko, Iryna Volodymyrivna Davydova, and Olena Stepanivna Tarasyuk. "Prospects for using broken stone quarries waste." Journal of Zhytomyr State Technological University. Series: Engineering, no. 1 (81) (June 21, 2018): 303–8. http://dx.doi.org/10.26642/tn-2018-1(81)-303-308.

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Shott, Michael J. "The Quantification Problem in Stone-Tool Assemblages." American Antiquity 65, no. 4 (2000): 725–38. http://dx.doi.org/10.2307/2694424.

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How many tools does a lithic assemblage contain? The question is not as banal as it may seem, because tools were used as wholes but many are found broken. Pottery and faunal analysts have grappled with the problems of counting original wholes from mixed sets of whole and broken objects; lithic analysts lag behind. Assemblage size can change greatly depending on whether we count or ignore tool fragments. To systematize treatment of broken tools, I apply Orton’s pottery quantification method to several lithic assemblages and compare it to Portnoy’s MNT and raw counts. Methods do not agree in all cases, demonstrating that how we count affects our results. Until we know more, both methods should be used to quantify lithic assemblages.
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Froehlich, Florian, François Nussbaumer, and Marc Worreth. "Broken T-tube branch causing bile duct stone." Gastrointestinal Endoscopy 54, no. 4 (2001): 494–95. http://dx.doi.org/10.1067/mge.2001.117960.

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Shell, Colin A. "Metalworker or shaman: Early Bronze Age Upton Lovell G2a burial." Antiquity 74, no. 284 (2000): 271–72. http://dx.doi.org/10.1017/s0003598x00059202.

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The Early Bronze Age barrow, Upton Lovell GZa,on Upton Lovell Down near the south westernedge of Salisbury Plain in Wiltshire, was one ofthe first to be investigated by William Cunnington(Cunnington 1806). His excavation in May 1802revealed an extended primary inhumation of astout male, accompanied near the feet by a largenumber of perforated bone points, three flint axesand a number of stones. These included fragmentsof a broken stone battle axe. At the chest was acomplete stone battle axe and a circular stone withbevelled edges and polished surface. Also foundwere a jet or lignite ring and biconicai beads, anda small bronze awl. The grave was listed by Piggott(1938: grave 82) as one of the burials defining hisWessex Culture.
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Protzen, Jean-Pierre. "Inca Quarrying and Stonecutting." Journal of the Society of Architectural Historians 44, no. 2 (1985): 161–82. http://dx.doi.org/10.2307/990027.

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Inca construction techniques have long been the subject of wild speculation. Investigations of ancient quarry sites and of numerous cut-stone walls reveal that the amazing Inca constructions were built with very simple means. Stones were selected out of rock falls or just broken out of a rock face with pry-bars. If the blocks needed to be parted, big hammerstones were used to split them. To dress the stones smaller hammerstones were used to pound them until they had the desired shape. The fitting of one stone to another was done by cutting the already laid stones to receive the next ones in a trial-and-error fashion. Experiments show that with this process stones can be mined, cut, dressed, and fit with little effort and in a short time.
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Liu, Yan Yan, Tian Qing Ling, and Zhong Wen Huang. "Mechanism Analysis of GSPS System Strengthening Soft Base." Advanced Materials Research 243-249 (May 2011): 4248–52. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4248.

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This paper analyzes the mechanism of geogrid-broken stone pile reinforced sand-gravel cushion soft base strengthening system (GSPS) using finite element based on the substantial project of a expressway in Sichuan province. The calculation results indicate that the GSPS system can significantly improve the vertical displacement (settlement) of subgrade with the vertical displacement around pile decreasing around 15%, and the subgrade displacement tends to be more uniform and smooth. Also, the GSPS system improves the horizontal displacement of subgrade the most compared with the common broken stone-pile, sand cushion and reinforced cushion. The embankment becomes relatively light when it is low, and the main top loads are borne by geogrid-broken stone piles. With the top loads increasing, the loads shift to the soil among piles, and the pile-soil stress ratio increases with the increase of stress level. The test and analysis results show that the value range of pile-soil stress ratio is 1.88~3.40.
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Gao, Zheng Guo, Yu Long Du, Xiao Bo Huang, and Xin Huang. "Mechanical Behavior of Broken Stone Fills under Dynamic Consolidation." Advanced Materials Research 446-449 (January 2012): 1696–702. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1696.

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This paper studies the dynamic response characteristics of broken stone fills. Numerical simulation and in-situ test of the acceleration and settlement of a high fill under dynamic consolidation are carried out. The result shows that increasing compact energy and the compact numbers can improve the reinforcement effect. There is no significant relationship between the dynamic compaction number reaching the stable settlement and compact energy. When the compact energy is the same, compaction with a heavier hammer is better than compaction with a lighter hammer.
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Gao, Zheng Guo, Yu Long Du, Xiao Bo Huang, and Xin Huang. "Mechanical Behavior of Broken Stone Fills under Dynamic Consolidation." Advanced Materials Research 446-449 (January 2012): 1696–702. http://dx.doi.org/10.4028/scientific5/amr.446-449.1696.

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Gallentine, Michael L., Jay T. Bishoff, and William J. Harmon. "The Broken Stone Basket: Configuration and Technique for Removal*." Journal of Endourology 15, no. 9 (2001): 911–14. http://dx.doi.org/10.1089/089277901753284125.

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Dissertations / Theses on the topic "Broken stone"

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Duty, Timothy Lee. "Broken symmetry and critical phenomena in population genetics : the stepping-stone model." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape2/PQDD_0018/NQ56536.pdf.

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Ferraro, Joseph Vincent. "Broken bones and shattered stones on the foraging ecology of Oldowan hominins /." Diss., Restricted to subscribing institutions, 2007. http://proquest.umi.com/pqdweb?did=1568044151&sid=1&Fmt=2&clientId=1564&RQT=309&VName=PQD.

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Kritzinger, Imke. "A study of broken stones in Japanese plums (Prunus salicina Lindl.)." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/98129.

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Thesis (MSc)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: In order to export South African plums to overseas markets strict quality standards must be maintained. Among these quality classifications are specifications about the presence of cavities and pieces of broken stone/pit within the flesh of the fruit. If more than 10% of the fruit in a carton are affected by severely broken stones or large flesh cavities, the fruit have to be marketed as Class 2. A substantial amount of plums destined for export from South Africa is affected by broken stones and thus have to be marketed as Class 2. Lower prices are attained for Class 2 fruit, therefore, the presence of broken stones has a detrimental effect on the income generated from these fruit. The main aim of this study was to gain a better understanding of broken stone development and compare the growth characteristics of Japanese plum cultivars differing in their susceptibility to broken stones. Stone breakage in ‘Laetitia’ was observed as soon as stone hardening was initiated. At the start of stone hardening the parts of the stone that are still ‘soft’ are not strong enough to resist the pulling forces of the growing mesocarp and the stone is subsequently pulled apart. Regression analysis indicated that lengthwise growth of the fruit, fresh weight of the endo- and mesocarp, minimum orchard temperature and orchard night temperature, and relative humidity (RH) early in the growing season could possibly be used to predict the incidence of broken stones at harvest. Differences in the incidence of broken stones were observed between ‘Laetitia’, ‘Sapphire’ and ‘Songold’ plums and between seasons. Furthermore, significant differences were observed in the density of the endocarp in different parts of the stone. For ‘Laetitia’ and ‘Songold’, stone breakage was observed when rapid increases in stone density coincided with rapid increases in fruit growth. The stones broke in positions where an interface exists between high and low density parts in the stone and when rapid radial growth takes place in the direction where the stone is least dense. In contrast, in ‘Sapphire’, stone breakage was observed before the stones had started to lignify, indicating that the endocarp was pulled apart by the expanding flesh because it was too soft to withstand the strong pulling forces created by the flesh. The incidence of broken stones was influenced by environmental factors, as higher temperatures during the stone development and hardening period could lead to more complete endocarp formation (more stone cells are formed under such conditions). Such fruit would thus have higher endocarp density, which, if coupled with rapid radial growth, could lead to a higher incidence of broken stones. Foliar and/or root applications of calcium nitrate and potassium silicate were applied to ‘Laetitia’ plums to determine whether the incidence of broken stones could be reduced by increasing the strength of the endocarp cell walls. However, no such effect was observed. Hence, neither calcium nor silicate treatments can be recommended for reducing broken stones in plums.<br>AFRIKAANSE OPSOMMING: Om Suid-Afrikaanse pruime na oorsese markte uit te voer moet vrugte aan streng kwaliteitstandaarde voldoen. Daar is ondermeer spesifikasies in verband met die teenwoordigheid van holtes en stukkies gebreekte pit binne die vrug. Indien meer as 10% van die vrugte in ʼn karton deur ernstige gebreekte pit of groot vrugholtes geaffekteer word, moet die vrugte as Klas 2 bemark word. Aangesien ʼn groot hoeveelheid van die pruime wat vir uitvoer bestem is, geaffekteer word deur gebreekte pit en gevolglik as Klas 2 bemark moet word, word aansienlike finansiële verliese gelei. Laer pryse word behaal vir Klas 2 vrugte, en dus het die teenwoordigheid van gebreekte pitte ʼn negatiewe effek op die wins wat deur die uitvoer van hierdie vrugte gegenereer kan word. Die hoofdoel van hierdie studie was om die ontwikkeling van gebreekte pit in Japannese pruime te ondersoek en om die groei-patrone van kultivars wat geneig is tot gebreekte pit te vergelyk met ʼn nie-sensitiewe kultivar. Gebreekte pit in ‘Laetitia’ is opgemerk sodra die pit begin verhard het. Met die aanvangs van pit- verharding is die gedeeltes van die pit wat nog nie volkome verhard het nie, nie sterk genoeg om die sterk trekkragte van die groeiende mesokarp te weerstaan nie en die pit word gevolglik uitmekaar- getrek. Regressie-analise het gewys dat lengtegroei van die vrugte, vars massa van die endo- en mesokarp, minimum boordtemperatuur en boord-nagtemperatuur, asook relatiewe humiditeit gedurende die vruggroei-periode moontlik gebruik kan word om die voorkoms van gebreekte pit by oes te voorspel. Verskille in die voorkoms van gebreekte pit is opgemerk tussen ‘Laetitia’, ‘Sapphire’ en ‘Songold’ pruime, en ook tussen seisoene. Verder is beduidende verskille opgemerk in die digtheid van die endokarp in verskillende dele van die pit. By beide ‘Laetitia’ en ‘Songold’ is gebreekte pit opgemerk wanneer vinnige toename in pit-digtheid saamgeval het met ʼn vinnige toename in vruggroei. Die pitte breek veral in die oorgang tussen dele van die pit met hoë en lae digtheid en as dit gekombineer is met vinnige radiale vruggroei in die rigting waar die pit die minste dig is. In teenstelling hiermee is gebreekte pit in ‘Sapphire’ opgemerk selfs voordat die pitte begin verhard het. Dit dui daarop dat die endokarp uitmekaargetrek is deur die vinnig groeiende mesokarp, omdat dit te sag was om die trekkragte van die groeiende vrugvlees te weerstaan. Die voorkoms van gebreekte pit word ook deur weerstoestande beïnvloed, want hoër temperature gedurende die pit-ontwikkeling en verhardingsperiode, kan lei tot die ontwikkeling van endokarpe met meer steenselle. Hierdie vrugte sal dus ʼn hoër digtheid hê, en as dit saamval met vinnige radiale groei, kan dit lei tot ʼn groter voorkoms van gebreekte pit. Blaar- en/of worteltoedienings van kalsiumnitraat en kaliumsilikaat is gemaak om te bepaal of die voorkoms van gebreekte pit in ‘Laetitia’ verminder kon word deur die versterking van die endokarp-selwande. Geen van hierdie behandelings het tot ʼn vermindering in gebreekte pit gelei nie en nie kalsiumnitraat of kaliumsilikaat kan dus aanbeveel word om gebreekte pit in pruime te verminder nie.
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Martini, Maximilian Umberto. "Abolitionism and the Logic of Martyrdom: Death as an Argument for John Brown, Harriet Beecher Stowe, and Frederick Douglass." OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2122.

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This paper looks at three significant instances of the representation of abolitionist martyrdom in nineteenth-century America to first sketch the abolitionist discourse and its varied conceptualizations of martyrdom and second question the rationale and success of this strategy for manumitting slaves. Accordingly, I start with Brown, who (with help from sympathetic northerners and the megaphone of the Associated Press) appealed to the martyrological tradition in order to transform his paramilitary failure at Harper’s Ferry into a powerful symbol of his own abolitionist righteousness over and against the state’s iniquity. Though the superficial differences between Brown and arch-sentimentalist Harriet Beecher Stowe have discouraged their comparison, a look at the logic of martyrdom reveals a similar strategy at work in both Brown’s martyrization and Uncle Tom’s Cabin, which makes death an argument for the manumission of slaves. I argue that this hugely successful novel reveals the potency of martyrological thinking in 19th-century America as it also reveals martyrdom and its logic to be the foundation of sentimentalism like Stowe’s. Finally, I look at the speeches and nonfiction of Frederick Douglass to argue that his own martyrization of John Brown is different than what we see in Brown and Stowe because it provokes change rather than validating abolitionism that already exists. To various degrees, these writers seem aware that there may be a problem in the rhetorical use of martyrdom against the putatively secular state; they consequently employ different strategies for negotiating the meaninglessness of suffering and death with the soteriological and eschatological assumptions of their day. These negotiations reveal the extent to which martyrdom could be taken seriously as a hammer of abolitionism by different authors and thus also indicate the degree to which martyrdom can be taken seriously as a political solution whatsoever. Ultimately, I want to argue that martyrdom and its logic are at best dubious when applied to secular politics precisely because it relies upon the analogy to Jesus Christ as savior, which cannot hold outside Christianity. Simply put, the death of a mortal cannot register eschatologically and, more importantly, death does not make a cogent argument for anything. Instead, martyrdom is preaching to the choir par excellance; whether the choir is Christian, abolitionist, or something else, martyrological appeals do not grow its membership, as martyrologists since early modernity have assumed.
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Sanoamuang, Niwat. "Epidemiological aspects of MBC resistance in Monilinia fructicola (Wint.) Honey and mechanisms of resistance." Lincoln University, 1992. http://hdl.handle.net/10182/1362.

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Isolates of Monilinia fructicola (Wint.) Honey obtained from stone fruit orchards in Hawkes Bay, North Island and from Californian fruit exported to New Zealand, were tested for resistance to methyl benzimidazole carbamate (MBC). Resistant isolates from the North Island had EC₅₀ values of >30,000, and most isolates from the imported fruit had of values approximately 1.5 mg a.i./l carbendazim. Sensitive isolates failed to grow on 1 mg a.i./l carbendazim. A detached peach shoot system was used in controlled conditions for estimation of values for incubation period, latent period and rate of spore production on flowers (cv Glohaven). The same variables and the rate of colonisation of host tissue were measured on fruit (cv Fantasia) in controlled conditions. An inoculum density of 1x10⁴ spore/flower or fruit greatly increased fitness in vivo compared to an inoculum density of 1x10² spore/flower (fruit). Isolates varied considerably, but there was no consistent relationship between the degrees of resistance and fitness. This was in contrast to earlier studies with dicarboximide resistant strains of M. fructicola. The survival in the field of 10 isolates resistant or sensitive to MBC or dicarboximide fungicides on twig cankers and mummified fruit was compared. The ability to produce conidia on twig cankers inoculated in late spring 1989 was maintained by all sensitive and MBC resistant isolates for at least 1 year. The production of conidia on mummified fruit inoculated in February 1990 decreased after 2-3 months in the field but some conidia were still produced on all fruit in the following spring. Dicarboximide resistant isolates produced less conidia than either the MBC resistant and the sensitive isolates. The pathogenicity and fitness of all isolates were similar to the original values after survival for 1 year. A technique was developed to produce apothecia reliably from inoculated peach (cv Black Boy) and nectarine (cv Fantasia) fruit in controlled conditions in the laboratory. The fruit were inoculated with resistant or sensitive isolates, or combinations, and were incubated for 8 weeks at 25°C (±1°C) with 12 hours photoperiod of fluorescent light (Sylvania 2x65 W, daylight) to produce mummified fruit. The fruit were then buried in moist autoclaved peat moss for 10 weeks at 25°C (±1°C) in the dark to form stromata. These fruit were then hydrated with running tap-water (total hardness (CaCO₃) = 47 g/m³ and conductivity at 20°C = 12.7 mS/m) for 72 hours. The hydrated mummified fruit were placed in moist peat moss and were incubated for 13-14 weeks at 8°C (±0.5°C) in the dark. At the end of this period, stipe initials were visible. Differentiation of stipe initials into mature apothecia occurred within 15-20 days after transfer to 12°C (±2 °C) with a 12 hour photoperiod of fluorescent and incandescent light. All isolates produced apothecia when treated in this way. A technique for isolation of ascospore sets in linear arrangement was developed for tetrad analysis of the inheritance of resistance. At least 3 hours of fluorescent and incandescent light at 12°C (±2°C) was essential to allow ascospore ejection from individual asci taken from apothecia previously maintained in a 12 hour photoperiod at 12°C (±1°C). A water film on the surface of water agar was necessary to hold a set of ejected ascospores in linear sequence. Single ascospores were obtained in sequence with the aid of a micromanipulator. Genetic analysis of MBC resistant isolates was carried out on ascospores derived from apothecia produced in the laboratory. Analysis of ascospore sets in linear arrangement and ascospore populations indicated that resistance to >30,000 mg a.i./l carbendazim (high-resistant) is governed by a single major gene and is affected by gene conversion mechanisms. Crossing over was frequent, suggesting that recombination of resistance with other characters, such as pathogenicity and fitness, may occur readily. The segregation ratio (1:1) from most resistant isolates revealed that heterokaryons containing both resistant and sensitive alleles were common in resistant populations and that resistance is dominant. Allozyme analysis of ascospore progeny through electrophoresis revealed a narrow genetic base of M. fructicola in New Zealand. The technique for reliable apothecial production in controlled conditions developed in this study provided an important step for the determination of the biology of M. fructicola strains resistant to MBC fungicides, and the complexity of its life cycle. Genetic heterogeneity in field populations can be conserved in one isolate through heterokaryosis, thus providing for adaptability of the pathogen to the changing environmental conditions. Knowledge on genetic variability, overwintering ability, pathogenicity and fitness factors may be useful for future management strategies of stone fruit brown rot. Special emphasis should be made in particular to prevent primary infection on blossoms, which would delay the establishment of recombinant strains of M. fructicola and the onset of brown rot epidemics.
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Wittig, Hans P. P. "Effect of resident epiphytic fungi development of brown rot blossom blight of stone fruits." Thesis, 1992. http://hdl.handle.net/1957/37180.

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Antagonistic effects of Epicoccum purpurascens, Aureobasidium pullulans, Trichoderma spp., and Botrytis cinerea on establishment of Monilinia fructicola infections in cherry and peach blossoms were assessed in field and mist chamber studies. Conidia of each fungus were applied to blossoms that were subsequently inoculated with conidia of M fructicola. Mist chamber experiments on forced cherry blossoms demonstrated that recovery of M. fructicola was significantly reduced (P=.05) when spores of E. purpurascens and B.cinerea had been applied 24 hr prior to inoculation with M. fructicola. Reduction in recovery of M. fructicola was comparable to that obtained with the fungicide benomyl. In field trials done in 1990 and 1991, applications of E. purpurascens and A. pullulans reduced cherry blossom blight relative to nontreated blossoms by 47 to 65 and 54 to 58%, respectively, compared to reductions of 80 to 96 and 84 to 97% with the fungicides benomyl and iprodione, respectively. Twig blight in peach, an indicator of blossom blight infection, was reduced by 37% relative to nontreated blossoms with applications of E. purpurascens, compared to 54 and 51% reductions with benomyl and iprodione, respectively. Analysis of the influence of antagonistic fungi sprayed onto blossoms on fruit set indicated that B.cinerea was a weak pathogen of stone fruit blossoms. Significant reductions (P=.05 and P=.10) were obtained in fruit set compared with the nontreated control when conidia of B. cinerea were applied to both cherry and peach blossoms in 1991. Latent Monilinia infections were evaluated by dipping green cherries in the herbicide paraquat. Applications of E. purpurascens and A. pullulans to blossoms caused reductions in the number of latent Monilinia infections in green cherries by 18 and 49%, respectively in 1990, and 61 and 66% respectively in 1991. This compares with reductions of 98 and 92% in 1990 and 1991, respectively, with the fungicide iprodione. It was observed that the antagonists E. purpurascens and B. cinerea also became established as latent infections. These fungi were recovered at a significantly (P=.05) higher percentage on green cherries where they had been applied as antagonists to blossoms. No meaningful differences were detected in the amount of brown rot that developed on fruit due to the influence of fungal treatments on blossoms.<br>Graduation date: 1992
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Simon, Chang, and 張文彥. "The impact of service innovation and experiential marketing from store-type insurance service stations on consumer purchase intention – Taking A insurance broker as an example." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/3eaq8t.

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碩士<br>國立成功大學<br>高階管理碩士在職專班(EMBA)<br>107<br>The aim of this study is to explore the impact between service innovation of store-type insurance service stations on customer purchase intention, as well as the mediating effect of experiential marketing. We applied handwriting questionnaire and convenience sampling to collect research data. In this study, there were 300 questionnaires distributed and 259 valid questionnaires were returned. Based on the statistical analysis, our main findings are as follows: 1.The service innovation has significantly positive effect on experiential marketing. 2.The service innovation has significantly positive effect on customer purchase intention. 3.The experiential marketing has significantly positive effect on customer purchase intention. 4.The sensory experience has a full mediating effect between service innovation and customer purchase intention. 5.The affective experience has a partially mediating effect between service innovation and customer purchase intention. 6.The thinking experience has a partially mediating effect between service innovation and customer purchase intention. 7.The relate experience has a full mediating effect between service innovation and customer purchase intention.
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Park, Joon. "From Transcendental Subjective Vision to Political Idealism: Panoramas in Antebellum American Literature." Thesis, 2012. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11496.

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This dissertation explores the importance of the panorama for American Renaissance writers' participation in ideological formations in the antebellum period. I analyze how Ralph Waldo Emerson, Henry David Thoreau, Nathaniel Hawthorne, William Wells Brown, Henry Box Brown, and Harriet Beecher Stowe use the panorama as a metaphorical site to contest their different positions on epistemological and sociopolitical agendas such as transcendentalism, masculinist expansionism, and radical abolitionism. Emerson uses the panorama as a key metaphor to underpin his transcendental idealism and situate it in contemporary debates on vision, gender, and race. Connecting the panorama with optical theories on light and color, Emerson appropriates them to theorize his transcendental optics and makes a hierarchical distinction between light/transparency/panorama as metaphors for spirit, masculinity, and race-neutral man versus color/opacity/myopic vision for body, femininity, and racial-colored skin. In his paean to the moving panorama, Thoreau expresses his desire for Emersonian correspondence between nature and the spirit through transcendental panoramic vision. However, Thoreau's esteem for nature's materiality causes his panoramic vision to be corporeal and empirical in its deviation from the decorporealized vision in Emerson?s notion of transparent eyeball. Hawthorne repudiates the Transcendentalists' and social reformers' totalizing and absolutist idealism through his critique of the panorama and the emphasis on opacity and ambiguity of the human mind and vision. Hawthorne reveals how the panorama satisfies the desire for visual and physical control over the rapidly expanding world and the fantasy of access to truth. Countering the dominant convention of the Mississippi panorama that objectifies slaves as a spectacle for romantic tourism, Box Brown and Wells Brown open up a new American subgenre of the moving panorama, the anti-slavery panorama. They reconstruct black masculinity by verbally and visually representing real-life stories of some male fugitive slaves and idealizing them as masculine heroes of the anti-slavery movement. In Uncle Tom's Cabin, Stowe criticizes how the favorable representation of slavery and the objectification of slaves in the Mississippi panorama and the picturesque help to construct her northern readers' uncompassionate and hard-hearted attitudes toward the cruel realities of slavery and presents Tom's sympathetic and humanized "eyes" as an alternative vision.
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Books on the topic "Broken stone"

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The broken stone. Pickering, 1985.

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House of broken stone. E. Mortensen], 2004.

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Prayers to broken stones. Headline Feature, 1992.

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Bautista, Cirilo F. Sunlight on broken stones. University of the Philippines Press and Philippine Centennial Commission, 2000.

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Miller, Lois P. Where stony ground is broken. OMS International, 2001.

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Simmons, Dan. Prayers to broken stones: A collection. Dark Harvest, 1990.

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Simmons, Dan. Prayers to broken stones: A collection by Dan Simmons. Headline, 1992.

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Byther, Ralph S. Brown rot of stone fruits. Cooperative Extension, College of Agriculture and Home Economics, Washington State University, 1989.

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Byther, Ralph S. Brown rot of stone fruits. Cooperative Extension, College of Agriculture and Home Economics, Washington State University, 1991.

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Brown Rot of Stone Fruits Workshop (1983 Ames, Iowa). Proceedings, Brown Rot of Stone Fruits Workshop. New York State Agricultural Experiment Station, 1985.

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Book chapters on the topic "Broken stone"

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Kingsolver, Ann. "Talk of “Broken Borders” and Stone Walls: Anti-immigrant Discourse and Legislation from California to South Carolina." In Reflecting on America. Routledge, 2017. http://dx.doi.org/10.4324/9781315089041-11.

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Lay, Maxwell, Metcalf John, and Sharp Kieran. "McAdam invents a major new pavement using broken stones." In Paving Our Ways. CRC Press, 2020. http://dx.doi.org/10.1201/9781003056300-9.

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D’Alton, Phillip. "Prayers to Broken Stones: War and Death in Australia." In The Unknown Country: Death in Australia, Britain and the USA. Palgrave Macmillan UK, 1997. http://dx.doi.org/10.1007/978-1-349-25593-1_4.

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"broken stone." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_23415.

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"broken quarry-stone." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_23413.

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"Piedra rota / Broken Stone." In Harsh World and Other Poems. Princeton University Press, 2015. http://dx.doi.org/10.1515/9781400869169-040.

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Jankauskas, Rimantas. "Violence in the Stone Age from an eastern Baltic perspective." In Sticks, Stones, and Broken Bones. Oxford University Press, 2012. http://dx.doi.org/10.1093/acprof:osobl/9780199573066.003.0003.

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Maltman, Alex. "Weathering, Soil, and the Minerals in Wine." In Vineyards, Rocks, and Soils. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190863289.003.0014.

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Weathering of rocks is the crucial first step in making vineyards possible. For where the debris produced by weathering—the sediment we met in Chapter 5—becomes mixed with moist humus, it will be capable of supporting higher plant life. And thus we have soil, that fundamental prerequisite of all vineyards, indeed of the world’s agriculture. So how does this essential process of weathering come about? Any bare rock at the Earth’s surface is continually under attack. Be it a rocky cliff, a stone cathedral, or a tombstone, there will always be chemical weathering—chemical reactions between its surface and the atmosphere A freshly hewn block of building stone may look indestructible, but before long it will start to look a bit discolored and its surface a little crumbly. We are all familiar with an analogy of this: a fresh surface of iron or steel reacting with moisture and oxygen in the air to form the coating we call rust. In his “Guide to the Lakes” of England, William Wordsworth put the effects of weathering far more picturesquely: “elementary particles crumbling down, over-spread with an intermixture of colors, like the compound hues of a dove’s neck.” A weathered rock is one that is being weakened, broken down. The rock fragments themselves are further attacked, which is why stones in a vineyard often show an outer coating of discolored material, sometimes referred to as a weathering rind (Figure 9.1; see Plate 22). If the stone is broken open, it may show multiple zones of differing colors paralleling the outer surface of the fragment and enclosing a core of fresh rock. Iron minerals soon weather to a powdery combination of hematite, goethite, and limonite, and the rock takes on a reddish-brown, rusty-looking color. The great example of such weathering in viticulture is the celebrated terra rossa, but the rosy soils in parts of Western Australia and places further east such as McLaren Vale and the Barossa Valley are also due to iron minerals. Several Australian wines take their names from this “ironstone.”
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Sha, Aimin, Zhuangzhuang Liu, Wanfen Zhao, Liqun Hu, Jie Wang, and Zhenqiang Han. "Deflections and dynamic responses of asphalt pavement with graded-broken-stone base." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2017. http://dx.doi.org/10.1201/9781315100333-295.

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Yu, Bao-Yang, Yue Zhang, and Zi-Jing Wang. "Experimental study on road performance parameters of micro bonded graded broken stone." In Civil Engineering and Urban Planning IV. CRC Press, 2016. http://dx.doi.org/10.1201/b19880-139.

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Conference papers on the topic "Broken stone"

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Gao, Zhengguo, Yulong Du, Yang Lai, and Xin Huang. "Reinforcement Effect of Broken Stone Fills under Dynamic Consolidation." In The Twelfth COTA International Conference of Transportation Professionals. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412442.303.

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Sha, Aimin, Zhuangzhuang Liu, Wanfen Zhao, Liqun Hu, Jie Wang, and Zhenqiang Han. "Deflections and dynamic responses of asphalt pavement with graded-broken-stone base." In The 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017). CRC Press, 2017. http://dx.doi.org/10.1201/9781315100333-317.

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Hai Zhang, Minjiang Zhang, and Guangchao Ma. "Fracture mechanics analysis of asphalt pavement structure with graded broken stone transition layer." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775345.

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Yang, Huakui. "Analysis of Composition Design and Construction Technology in Graded Broken Stone Base of Bituminous Pavement." In 2016 7th International Conference on Mechatronics, Control and Materials (ICMCM 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/icmcm-16.2016.51.

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Li, Di, and Yingjun Jiang. "Strong Interlocked Skeleton Dense Gradation for Graded Broken Stones." In Third International Conference on Transportation Engineering (ICTE). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41184(419)269.

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Ayba, L. Ya, and N. N. Karpun. "Losses of pome and stone crops harvest from a brown marmorated stink bug in Abkhazia." In CURRENT STATE, PROBLEMS AND PROSPECTS OF THE DEVELOPMENT OF AGRARIAN SCIENCE. Federal State Budget Scientific Institution “Research Institute of Agriculture of Crimea”, 2019. http://dx.doi.org/10.33952/09.09.2019.01.

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Birhane, Afewerki H., and Yogeshwar Hari. "Finite Element Analysis and Design of a Horizontal Tank on Saddle Supports." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1242.

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The objective of this paper is to design and analyze a horizontal tank on saddle supports. The horizontal vessel is to store various chemicals used in today’s industry. The over all dimensions of the horizontal vessel are determined from the capacity of the stored chemicals. These dimensions are first determined. The design function is performed using the ASME Code Sec VIII Div 1. The horizontal tank design is broken up into (a) shell design, (b) two elliptical heads and (c) two saddle supports. The designed dimensions are used to recalculate the stresses for the horizontal vessel. The dimensioned horizontal vessel with saddle supports and the saddle support structure is modeled using STAAD III finite element software. The stresses from the finite element software are compared with the stresses obtained from calculated stresses by ASME Code Sec VIII Div 1 and L. P. Zick’s analysis printed in 1951. The difference in the stress value is explained. This paper’s main objective is to compare the code design to the finite element analysis. The design is found to be safe for the specific configuration considered.
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Hari, Yogeshwar. "Finite Element Analysis of a Slab Tank." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2686.

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The objective of this paper is to verify design of a slab tank. The slab tank is to store various criticality liquids used in today’s industry. The initial over all dimensions of the slab tank are determined from the capacity of the stored liquids. The design function is performed using the flat plate theory. The slab tank design is broken up into (a) two long side members, (b) two short side members, (c) top head, and (d) bottom head. It is supported from the bottom at a height by a rectangular plate enclosure. It is anchored at the rectangular plate enclosure. The deflection of the linear space is a critical requirement. Stresses are usually acceptable because the requirement is on the deflection. For vacuum condition the long side plates will deflect inwards. Flat plate equations are used to determine deflection and stress. For internal pressure condition the design pressure consists of working internal pressure plus static head pressure. For this the long side plates will deflect outwards. The heads are designed for internal pressure at the bottom where the pressure is the maximum. The designed dimensions are used to recalculate the stresses for the slab tank. The dimensioned slab tank is modeled using STAAD III finite element software. The stresses from the finite element software are compared to the stresses obtained from recalculated stresses obtained using flat plate theory. The difference in the stress values is explained. This paper’s main objective is to compare the flat plate theory to the finite element analysis. The design is found to be safe for the specific configuration considered.
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Hari, Yogeshwar, Ram Munjal, and Namit Singh. "Design of an Optimum I-Beam Reinforcement for an API 620 Tank." In ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-2195.

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The objective of this paper is to analyze an existing American Petroleum Institute (API) 620 Tank [10]. The API Tank had failed in the field. The tank is analyzed without reinforcement and with an optimum I-Beam reinforcement. The API Tank is used to store chemicals used in today’s industry. The initial over-all dimensions of the API Tank are determined from the capacity of the stored chemicals. The design function is performed using the ASME Code See VIII Div 1. The API Tank design is broken up into (a) bottom plate, (b) shell section with 9 mm thickness, (c) shell section with 8 mm thickness, (d) shell section with 7 mm thickness, (e) shell section with 6 mm thickness, (f) shell section with 5 mm thickness, (g) top head with 5mm thickness, (h) bolts, and (i) reinforcement ring. The designed dimensions are used to recalculate the stresses for the complete API Tank. The dimensioned API Tank without reinforcement is modeled first using STAAD III finite element software. The stresses from the finite element software are obtained. Next the API Tank with I-Beam reinforcement was modeled using STAAD III finite element software. Ten different I-Beams were considered for the present analysis. The main objective of this paper was to find the optimum I-Beam that resulted in safe reinforced configuration. Optimum I-Beam was considered to be the one that resulted in similar stresses for the beam as well as the tank. This assures elastic matching between the beam and the tank. The design is found to be safe for the I-Beam reinforced configuration considered.
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Hari, Yogeshwar. "Finite Element Analysis and Design of an Annular Tank." In ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-1782.

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The objective of this paper is to design an annular tank. The annular tank is to store various criticality liquids used in today’s industry. The initial over all dimensions of the annular tank are determined from the capacity of the stored liquids. The design function is performed using the ASME Code Sec VIII Div 1. The annular tank design is broken up into (a) outer cylinder, (b) inner cylinder, (c) top cover, and (d) bottom head. It is supported at the bottom. It is anchored at the top. The deflection of the annular space is a critical requirement. Stresses are usually acceptable because the requirement is on the deflection. For vacuum condition the outer cylinder can be treated for external pressure and the inner cylinder can be treated for internal pressure. For internal pressure condition the design pressure consists of working internal pressure plus static head. For this the outer cylinder can be treated for internal pressure and the inner cylinder can be treated for external pressure. The covers are designed for internal pressure at the bottom where the pressure is the maximum. The designed dimensions are used to recalculate the stresses for the annular tank. The dimensioned annular tank is modeled using STAAD III finite element Software. The stresses from the finite element Software are compared to the stresses obtained from recalculated stresses obtained using ASME Code Sec VIII Div 1. The difference in the stress values is explained. This paper’s main objective is to compare the ASME Code to the finite element analysis. The design is found to be safe for the specific configuration considered. In addition the annular tank is checked for temperature and seismic load conditions, which the code does not address.
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Reports on the topic "Broken stone"

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Lippert, David, Marshall Thompson, and Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-005.

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In Illinois, hot-mix asphalt overlaid concrete pavements typically exhibit reflective cracking of joints and cracks from the pavement below, resulting in shortened life and maintenance issues. Over the years, various patching, fabric, and crack and seat techniques were attempted with few positive results. This led to more aggressive techniques to eliminate the slab action of the concrete pavement where the pavement would be broken or rubblized into pieces typically less than 12 inches. Since the first rubblizing project in 1990, policy, procedures, and specifications have evolved to the point that rubblization is the mainstream option in dealing with problematic concrete pavements. This report summarizes the performance of several interstate rubblizing projects in Illinois by analyzing available data in Illinois Department of Transportation’s pavement management system. Condition rating survey data allowed the serviceability of these projects to be evaluated by surface mix types and asphalt performance grades. Traffic in the form of 18,000 lb equivalent single axle loads was determined for the projects to evaluate fatigue and rutting as well as compare section performance to the design procedure. The research team reviewed plans, design procedures, and specifications to determine best practices and identify where improvements might be made. Data showed that the use of stone matrix asphalt surface mixtures and mixes using PGXX-28 asphalt binders provides improved performance. Overall, rubblizing has shown good to excellent performance. To provide additional life with improved performance, recommendations include adopting softer asphalt grades, increasing the use of stone matrix asphalt, and improving procedures for protecting culverts.
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