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Dissertations / Theses on the topic 'Loam soil'

Author: Grafiati

Published: 13 June 2021

Last updated: 25 July 2025

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1

Pearson, William W. "Residual soil nitrogen and nitrogen response of corn after alfalfa on sandy loam soil /." View abstract (PDF format), 2002. http://epapers.uwsp.edu/abstracts/2002/Pearson.pdf.

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2

Yiannakakis, Alexandros Emmanuel 1959. "Adsorption/desorption of phenols on the Pima clay loam soil." Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276709.

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A linear distribution isotherm described the sorption/desorption of four phenols on the Pima clay loam soil. The linear distribution coefficients for 2,4-dichlorophenol, 2-chlorophenol, phenol and 2,4,6-trichlorophenol were 3.61, 2.93, 0.87, and 0.79. Ionization of the phenols affected their relative distribution order. Hydrogen bonding of phenols to exposed mineral sites accounted for the greater measured sorption than was predicted. The effect of solid concentration on the distribution of phenols was tested over a 10-fold soil/solution range. When a log transformation was performed on the da

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3

Mobbs, Tamara Leah. "Effects of four soil surfactants on four soil-water properties in sand and silt loam." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Spring2010/t_mobbs_050110.pdf.

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Thesis (M.S. in biological and agricultural engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on June 23, 2010). "Department of Biological Systems Engineering." Includes bibliographical references (p. 16-22).

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4

Harper, Bruce. "An experimental and numerical modelling investigation of soil vapour extraction in a silt loam soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0005/NQ40373.pdf.

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5

Hamelin, Joseph Paul Michel. "An experimental and numerical modelling investigation of soil vapour extraction in a silt loam soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ39658.pdf.

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6

Teets, Paul D. "Analysis of macro-, micro-, and trace elements of soil samples from Sanborn field /." free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p1418071.

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7

Bardhan, Sougata. "BACTERIAL COMMUNITIES CAPABLE OF ENHANCED EPTC AND ATRAZINE DEGRADATION IN OHIO SILT LOAM AND SILTY CLAY LOAM SOILS." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1276270673.

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8

Halpern, Moshe. "Tillage and residue management effects on soil organic matter dynamics in a sandy-loam." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=32591.

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The accumulation and mineralization of soil organic matter is of great interest to both farmers and policy makers, because of its important functions in soil structure and in the global carbon cycle. The purpose of this study was to determine the long term effects of tillage practices and residue management on (1) the yield of Zea mays L. grown for corn grain or corn silage, (2) the size of the total soil organic carbon pool, (3) the relative sizes of the labile soil organic carbon and nitrogen pools, and

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9

Bournival, Pierre. "Head losses and water distribution in a sandy loam soil with a subirrigation system." Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=64034.

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10

Lee, Sang Soo. "Soil surface-seal measurement using high-resolution x-ray computed tomography (HRCT)." Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4507.

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Thesis (M.S.) University of Missouri-Columbia, 2006.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on August 24, 2007) Vita. Includes bibliographical references.

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11

Elmi, Abdirashid A. "Denitrification in sandy loam soil as influenced by water table depth and nitrogen fertilization rate." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape10/PQDD_0003/MQ44163.pdf.

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12

Carre, Matthew Jon. "The dynamics of cricket ball impacts and the effect of pitch construction." Thesis, University of Sheffield, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.327664.

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13

Jabbar, Rawaa Abdullatif Abdul. "Using the DGT to investigate the soil chemistry of P and Cd in sandy loam soil after the application of phosphorus fertilizers." Thesis, Griffith University, 2019. http://hdl.handle.net/10072/386826.

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A recently developed DGT with a mixed binding layer of Chelex and Metsorb (TiO2) was successfully deployed in fresh and seawater to simultaneously measure available cations and anions. But, to date, no studies have used similar DGTs in soils. This study used the Metsorb Gel in two types of DGTs the Metsorb Chelex Mixed Binding layer (MBL-DGT) and the Metsorb Chelex Double Binding layer (DBL-DGT) or sandwich DGT to determine the concentration of available P and Cd (CDGT) in soil. Three experiments were conducted to assess the accuracy, sensitivity, and capacity of the new DGTs to measure the av

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14

Van, Averbeke W., and JO Azeez. "Fate of manure phosphorus in a weathered sandy clay loam soil amended with three animal manures." Elsevier, 2009. http://encore.tut.ac.za/iii/cpro/DigitalItemViewPage.external?sp=1001448.

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Laboratory incubation was conducted for 120 days to study the fate of phosphorus in poultry (PM), cattle (CM) and goat manures (GM). Phosphorus mineralized from manure was dependent on total P, Al and Fe content. Manures improved P availability in the order: PM > CM > GM; however, the highest amount of P was fixed or immobilized between 10 and 70 days of incubating with CM and GM. Fixation and immobilization of mineralized P from poultry manure was negligible probably due to the high total P and the low amount of Al and Fe. Generally, manure application reduced the ability of the soil to fix P

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15

Nava, Leon Jose Angel 1956. "CHLORIDE AND NITRATE DISTRIBUTION IN THE SOIL WITH FURROW AND BURIED DRIP IRRIGATION (SALINITY, SANDY LOAM)." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/276671.

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16

Jiang, Shuang. "Bacterial leaching from dairy shed effluent applied to a fine sandy loam under flood and spray irrigations." Lincoln University, 2008. http://hdl.handle.net/10182/668.

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Land application of wastes has become increasingly popular, to promote nutrient recycling and environmental protection, with soil functioning as a partial barrier between wastes and groundwater. Dairy shed effluent (DSE), may contain a wide variety of pathogenic micro-organisms, including bacteria (e.g. Salmonella paratyphyi, Escherichia coli. and Campylobacter), protozoa and viruses. Groundwater pathogen contamination resulting from land-applied DSE is drawing more attention with the intensified development of the dairy farm industry in New Zealand. The purpose of this research was to investi

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17

Kurtz, Frederick C. "The mobility of malathion in a silt loam soil as affected by phosphate and naturally occuring organic acids." Thesis, Virginia Tech, 1992. http://hdl.handle.net/10919/40648.

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18

Qiao, Shuang Ye. "Modeling water flow and phosphorus fate and transport in a tile-drained clay loam soil using HYDRUS (2D/3D)." Thesis, McGill University, 2014. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=123033.

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Phosphorus (P) is an important agricultural non-point source pollutant that could contribute to eutrophication of surface waters. In this study, the HYDRUS (2D/3D) model was evaluated for simulation of water flow and P transport in a clay loam soil in southern Ontario. The model was calibrated and validated using field data from two 0.1 ha test plots between 2008-2011. These plots have controlled tile drainage and a corn-soybean crop rotation. The surface and sub-surface water flows in test plots were monitored and samples collected continuously year round using an auto-sampling system. The mo

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19

Andrews, Aaron A. "Phosphorus loss with surface runoff as affected by bioenergy-based residue and nutrient management systems for an Iowa loam soil." [Ames, Iowa : Iowa State University], 2010. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1475914.

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20

Landzela, Besule. "Effects of BT Maize (MON810) crop and its residues on selected soil biological properties and N and P release in a sandy loam soil from Alice, Eastern Cape, South Africa." Thesis, University of Fort Hare, 2013. http://hdl.handle.net/10353/d1007542.

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There are apprehensions that genetic modification of maize with Bacillus thuringiensis (Bt) may have negative effects on soil biodiversity, ecosystem processes and functions. This study aimed at determining the effect of Bt maize crop, Bt maize residues and its genetic modification on microbial biomass carbon (MBC), selected enzyme activities, vesicular arbuscular mycorrhizal (VAM) fungi and N and P release patterns. The study was conducted under field, glasshouse and laboratory conditions. In 2010/2011 season, four maize cultivars; DKC 61-25B (Bt), DKC 61-24 (non-Bt), PAN 6Q-321B (Bt) and PAN

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21

Areghan, Joseph I. "Settlement Behavior of a Sandy Loam Due to Suction Changes Associated with Simulated Artificial Tree Roots." Thesis, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23514.

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Shallow foundations rested on Leda clay that are widely distributed in Eastern Canada exhibit shrinkage characteristics and are prone to differential settlements. Due to this reason, significant repairs are necessary to the foundations and basements of residential structures constructed in Leda clay deposits. Differential settlements are commonly attributed to the changes in the natural water content of soils associated with water infiltration, evaporation or plant transpiration (i.e., tree-roots-suction). Various research studies have been undertaken to estimate the possible settlements of sh

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22

Shoko, Munashe. "Exploring phosphorus, mucuna (Mucuna pruriens)and nitrogen management options for sustainable maize production in a depleted kaolinitic sandy loam soil of Zimbabwe." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1364.

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Thesis (PhD(Agric) (Agronomy))--University of Stellenbosch, 2009.<br>ENGLISH ABSTRACT: Continuous cropping without replenishing the nutrient component of soils will eventually lead to the depletion of soil nutrients. Small scale farmers in Zimbabwe often do not have the financial means to buy fertilizer and this problem is exacerbated by scarcity of commodities such as fertilizers. The use of herbaceous legumes such as mucuna (Mucuna pruriens) can assist to recapitalize soil fertility depletion and improve subsequent maize productivity in sandy loam soils in the small holder farming sector of

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23

Staugaitienė, Rūta. "Effect of different sulphur fertilisation rates on plant productivity and on changes in sulphur content in soil and plants." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2014. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2014~D_20140910_144606-11913.

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Objective of the research – the research was to determine the effect of different sulphur fertilisation rates on the mineral sulphur content in soil and the seed/grain yield and quality of spring rape and spring wheat crops grown on low in sulphur sandy light loam Epicalcari – Endohypogleyic Cambisols and very low in sulphur sandy loam on light loam Orthi-Haplic Luvisols. Tasks of the research: To determine the effect of different sulphur fertilisation rates applied to low in sulphur sandy light loam Epicalcari – Endohypogleyic Cambisols and very low in sulphur sandy loam on light loam Orthi-H

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24

Erdem, Ziya. "Bioremediation potential of 1,1,1-trichloro-2,2-bis(p-chlorophenyl) ethane (DDT) from a sandy-loam soil using aerobic bacteria Alcaligenes eutrophus A5, Corynebacterium sp. and a mixed culture." University of Akron / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=akron1468933721.

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25

Bullmann, Heike. "Eigenschaften und Genese periglazialer Deckschichten auf Carbonatgesteinen des Muschelkalks in einem Teilgebiet der ostthüringischen Triaslandschaft." Doctoral thesis, Universitätsbibliothek Leipzig, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:15-qucosa-67899.

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Periglaziale Deckschichten auf carbonatreichen Gesteinen der geologischen Formation des Muschelkalks sind bisher nur peripher Gegenstand wissenschaftlicher Untersuchungen innerhalb der Deckschichtenfor-schung. Um diese Lücke zu schließen, widmet sich die vorliegende Arbeit dem Aufbau des oberflächenna-hen Untergrundes im Muschelkalk in einem Teilgebiet in der ostthüringischen Triaslandschaft. Die Ergebnisse zeigen, dass die periglazialen Deckschichten in Abhängigkeit von lithologischen Gesteins-merkmalen und Relieffaktoren (Exposition, Neigung) eine hohe räumliche Heterogenität hinsichtlich de

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26

Costa, d'Aguiar Sofia. "Numerical modelling of soil-pile axial load transfer mechanisms in granular soils." Châtenay-Malabry, Ecole centrale de Paris, 2008. http://www.theses.fr/2008ECAP1075.

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L’objectif du travail présenté dans cette thèse est l'analyse et modélisation numérique des mécanismes de transfert de charge axiale entre sol-pieu, dans les sols granulaires. En utilisant un modèle élastoplastique tridimensionnel d'élément finis, une attention particulière est prêtée à la modélisation du comportement de l’interface sol-structure. Ainsi, les outils numériques nécessaires ont été mis en place et les outils existants ont été améliorés afin que, l'analyse de l'interaction sol-pieu soit faisable. Deux nouveaux modèles de comportement 3D sont implémentés dans le code d'éléments fin

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27

Brouard, Christine. "Contribution à l'étude de la rétention de phénylurées (herbicides) par des adsorbants modèles et des sols." Angers, 1995. http://www.theses.fr/1995ANGE0006.

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Notre objectif était d'étudier la rétention d'herbicides de la famille des phenylurées sur des adsorbants minéraux et dans le sol. Les molécules retenues sont le chloroxuron, le chlortoluron, le metobromuron, l'isoproturon et le difenoxuron. Les adsorbants utilises sont la celite, le florisil, l'alumine, le carbonate et le sulfate de calcium. Les sols étudiés sont un sol limoneux-argileux et un sol limoneux-sableux. Nous poursuivons le double but analytique et environnemental d'améliorer les étapes de purification par chromatographie d'adsorption d'extraits en vue de l'analyse de résidus, et d

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28

Bhattacharyya, Ranjan. "Using palm-mat geotextiles for soil conservation on arable loamy sands in the United Kingdom." Thesis, University of Wolverhampton, 2009. http://hdl.handle.net/2436/88536.

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To date, most studies on the effectiveness of geotextiles on soil erosion rates were conducted in laboratory experiments for <1 h. Hence, at Hilton, East Shropshire, UK, this study investigated the effectiveness of palm-mat geotextiles (Borassus and Buriti mats) in reducing rainsplash erosion, runoff and soil loss and changing selected soil properties under field conditions over two years (January 2007-January 2009). Mat-cover effects on rainsplash erosion were studied in two sets on a loamy sand soil (0o slope). In both sets, six randomly-selected plots (each 1 m2) were completely matcover

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29

Ugarte, Nano Claudia Carolina. "Etude de la variabilité des propriétés physiques et hydrodynamiques d'un sol argileux sous l'effet de conduites en protection intégrée contre les adventices." Thesis, Dijon, 2015. http://www.theses.fr/2015DIJOS003/document.

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Les systèmes de culture en Protection Intégrée de Cultures contre les adventices (systèmes PIC-adventices) sont d’un grand intérêt pour réduire significativement l’utilisation des herbicides en les substituant par une combinaison complexe de différentes techniques culturales. L’objectif principal de notre travail a été de contribuer au volet environnemental de l’évaluation multicritère des systèmes PIC-adventices mis en place depuis 2000 sur le domaine expérimental de l’INRA à Bretenière (21). La variabilité des propriétés physiques et hydrodynamiques qui interviennent dans le transfert de l’e

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30

MOROTE, CARLOS HUGO SOTO. "STABILITY AND DEFORMATION OF SOIL SLOPES UNDER SEISMIC LOAD." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9532@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>O comportamento sísmico de taludes tem sido um tópico de grande interesse da engenharia geotécnica nos últimos 40 anos. Durante este período, a prática da engenharia nesta área evoluiu do emprego de técnicas elementares para procedimentos numéricos bastante complexos. A abordagem mais simples é a análise pseudo-estática na qual o carregamento do terremoto é simulado por uma aceleração horizontal estática equivalente atuando na massa de solo deslizante, utilizando-se um procedimento de equilíbrio limite (método das fatias)

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31

Larson, Douglas G. (Douglas Gregory). "A laboratory investigation of load transfer in reinforced soil." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/12903.

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32

Liu, Yunlong. "Interpretation of Load Transfer Mechanism for Piles in Unsaturated Expansive Soils." Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/38804.

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Water infiltration associated with natural precipitation events or other artificial activities such as pipe leaks in expansive soils significantly influence the engineering properties; namely, coefficient of permeability, shear strength and volume change behavior. For this reason, it is challenging to design or construct geotechnical infrastructure within or with expansive soils. Several billions of dollars losses, world-wide, can be attributed to the repairing, redesigning and retrofitting of infrastructure constructed with or within expansive soils, annually. Piles are widely used as foundat

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33

Vaziri, Mohsen. "Screw plate testing : experimental and numerical investigations." Thesis, University of Surrey, 1988. http://epubs.surrey.ac.uk/843439/.

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The estimation of the compressibility of normally and overconsolidated granular soils was the main aim of the research. A model screw plate instrument was designed and developed and various plate geometries and plate advancement mechanisms were studied with a view to assessing soil disturbance during installation. Screw plate loading tests were conducted by means of a plate 50 mm in diameter 3 mm thick and 5 mm pitch. All the tests were conducted in a calibration chamber under stress controlled conditions on normally and overconsolidated saturated Leighton Buzzard sand along Ko and isotropic s

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34

Davison, L. R. "Continuous loading consolidation tests on soils." Thesis, University of the West of England, Bristol, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234804.

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35

Textor, Nathan S. "Load transfer in reticulated and non-reticulated micropiles from large-scale tests." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/5008.

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Thesis (M.S.)--University of Missouri-Columbia, 2007.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on April 3, 2008) Includes bibliographical references.

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Aria, Shadi. "Load-settlement and stress-strain behaviour of geotextile-reinforced sandy soil." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2018. https://ro.ecu.edu.au/theses/2167.

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During the past few decades, many studies have been conducted to investigate the load-settlement behaviour of geosynthetic-reinforced foundations, and researchers proposed different methods to improve the performance of geosynthetic-reinforced foundation soils as well as to develop empirical equations to estimate their bearing capacity. In the recent past, using geotextile reinforcement with wraparound ends has been recommended to strengthen the foundation soil aimed at improving the effectiveness of using geosynthetic reinforcements. However, there are still areas that received far too little

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Constancio, Lucas Amarante. "Capacidade de carga de um modelo de fundação superficial em solo arenoso fofo com reforço de geotêxtil." [s.n.], 2010. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258742.

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Orientador: Pérsio Leister de Almeida Barros<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-16T06:19:41Z (GMT). No. of bitstreams: 1 Constancio_LucasAmarante_M.pdf: 4405049 bytes, checksum: 0e339df263cb9591f816add6ac404af7 (MD5) Previous issue date: 2010<br>Resumo: Este trabalho visa avaliar o ganho de capacidade de carga de uma fundação superficial em areia fofa, através da inclusão de reforço de material geossintético. Para tanto, propõe-se observar o aumento da capacidade de carga

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Bullock, Murray S. "Overwinter processes and wind erodibility of clay loam soils in southern Alberta." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ60279.pdf.

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Khan, Muhammad Umer Arif. "Experimental and mathematical investigations of soil-conduit interaction within a loaded soil slope." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2021. https://ro.ecu.edu.au/theses/2458.

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Buried conduits are an essential feature of modern underground infrastructure. They are the primary source of utility conveyance around the world because of their economic and safety benefits. The understanding of soil-conduit interaction is vital to ensure the stability of a soilconduit system. Starting in the early 1900s, numerous studies have been conducted to investigate various aspects of the soil-conduit interaction. The researchers have suggested that soil-conduit interaction generally depends on soil type, conduit material, diameter and burial depth of the conduit, applied loading, and

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Gameda, S. "Quantification, predictability and alleviation of high axle load compaction in Quebec soils." Thesis, McGill University, 1993. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=39818.

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Soil structure and crop response under annual compactive loads of 10 and 18 t/axle and compaction alleviation treatments were assessed in a continuous corn production system. The alleviation treatments consisted of chemical conditioning with a non-ionic surfactant, and subsoiling with narrow-tined and winged implements. Parameters utilized for determining effects on soil structure were bulk density, water retention characteristics and soil profile characteristics. Significant topsoil and subsoil compaction resulted from both loading levels. Crop yield reductions due to compactive loading range

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Saha, Chitta Ranjan. "Parametric studies of load transfer mechanism of piles embedded in homogeneous soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0018/MQ52654.pdf.

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42

Dapp, Steven Douglas. "Static Lateral Load Testing of Model Piles in Clay Soil Phase 1." DigitalCommons@USU, 2000. https://digitalcommons.usu.edu/etd/4544.

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This research project was done on behalf of the Utah Department of Transportation (UDOT). Model piles were subjected to static lateral loading in homogeneous, undisturbed clay with a known undrained shear strength. The dimensions of length, diameter, height from soil to applied load, and a pile stiffness parameter as was determined by dimensional analysis to be consistent will common full-scale steel pipe piles commonly used by UDOT. Bending moment profiles of the model pile were obtained for Lateral loads using foil type strain gages. Pile head deflection and soil response (p-y curves) were d

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Kou, Yan. "Load-settlement behaviour of geosynthetic-reinforced granular soil cover over the conduit." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2247.

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The buried conduits/pipes have been used for a comprehensive transport purpose, such as transporting water, gas, oil, sewage and other services. In recent years, many researchers have investigated the behaviour of the buried conduits under soil cover. Some researchers have attempted to use geosynthetic reinforcement within the soil cover to protect the buried conduit to extend their service life. Some studies have been conducted to investigate the behaviour of the reinforced-conduit covered with sandy soil, sandy gravel, silica or fly ash, etc. The researchers proposed some different methods,

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Palmer, Andrew L. "Load Transfer Mechanisms for Piles in Soft Soils." DigitalCommons@USU, 1994. https://digitalcommons.usu.edu/etd/4603.

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The purpose of this thesis is to interpret pile load test data for several instrumented piles to determine the load transfer characteristics of driven piles in soft so ils. Piles develop resistance to axial loads through two different mechanisms, side friction and end bearing. The rate that resistance develops is dependent upon soil type , pile type, and movement of the pile with respect to the soil. This thesis addresses load transfer for driven pipe piles in deep lacustrine deposits along the Wasatch Front area of Utah. The piles used in this study were installed for the support of highway s

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Ghee, Eng How. "The Behaviour of Axially Loaded Piles Subjected to Lateral Soil Movements." Thesis, Griffith University, 2010. http://hdl.handle.net/10072/365781.

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Many studies have been undertaken on piles subjected to vertical load, and on piles subjected to lateral soil movement. However, little information is available for evaluating the response of vertically loaded piles due to soil movement. In this thesis studies have been carried out to investigate the behaviour of axially loaded piles subjected to lateral soil movements. The main focus of the thesis was experimental, where a testing apparatus had been fabricated to perform laboratory model tests in either sand or clay. In each test, the apparatus had the ability to vary a number of parameters s

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Huat, Bujang bin Kim. "Simulation of field trial structures." Thesis, University of Manchester, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294076.

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Flury, Markus. "Transport of bromide and chloride in a sandy and a loamy field soil /." [S.l.] : [s.n.], 1993. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=10185.

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QUISPE, CRISTIAN CHACÓN. "BEHAVIOR OF CLAYEY SOIL STABILIZED WITH MUNICIPAL SOLID WASTE ASHES UNDER STATIC LOAD." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2013. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=22124@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>A gestão dos Resíduos Sólidos Urbanos (RSU) e seu consequente reaproveitamento ou não é um problema existente no Brasil e no mundo. No Brasil, a produção de energia mediante incineração de RSU ainda está na sua etapa inicial, como por exemplo, com a implantação da Usina Verde no campus da UFRJ, com a consequente produção de subprodutos, como as cinzas volante e de fundo. Este estudo apresenta o comportamento de um solo coluvionar argiloso estabilizado com cinzas de RSU sob carr

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Matzke, Jeffrey Alan. "Geophysical investigation of the stone zone and loamy mantle on the Iowan surface." Thesis, The University of Iowa, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=1550914.

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<p> The processes that generated the distinctive landscape of the Iowa Erosion Surface (IES) of northeastern Iowa have been debated for over a century. A number of researchers have concluded that the IES experienced a periglacial environment and was underlain by continuous permafrost during the last glacial maximum. Ubiquitous throughout the IES is a stone zone that lies 60-100cm below the surface. Several explanations for the genesis of the stone zone have been proposed, including a lag concentrate, biomantle processes, and cryogenesis. We utilized a combination of coring and trenching, gr

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Chauhan, Samir. "Laboratory measurements of load-transfer in geosynthetic reinforced soils." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/11202.

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