Log in

Relevant bibliographies by topics / Soil construction / Journal articles

To see the other types of publications on this topic, follow the link: Soil construction.

Journal articles on the topic 'Soil construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Soil construction.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Meulemans, Germain. "Wormy Collaborations in Practices of Soil Construction." Theory, Culture & Society 37, no. 1 (2019): 93–112. http://dx.doi.org/10.1177/0263276419851857.

Full text

Abstract:

This paper studies the capture of organisms and materials in soil construction – a branch of ecological engineering dedicated to making soil in order to compensate for soil degradation. This approach takes all organisms to be ‘ecosystem engineers’, and often refers to earthworms as ‘collaborators’ in making soil. I examine the claim that such a convocation of worms amounts to a redistribution of agency and the underlying assumption that form-taking is the shaping of raw matter according to pre-existing forms. Drawing on processual anthropology, I question the distinction between living and mat

APA, Harvard, Vancouver, ISO, and other styles

2

Udoeyo, Felix F., Alu O. Cassidy, and Sulaiman Jajere. "Mound Soil as Construction Material." Journal of Materials in Civil Engineering 12, no. 3 (2000): 205–11. http://dx.doi.org/10.1061/(asce)0899-1561(2000)12:3(205).

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Mahalinga-Iyer, Umarany, and David J. Williams. "Road construction using lateritic soil." Engineering Geology 37, no. 3-4 (1994): 199–210. http://dx.doi.org/10.1016/0013-7952(94)90056-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Simmonds, Sidney H., and David K. Playdon. "Modelling soil-structure interaction construction." Computers & Structures 28, no. 2 (1988): 283–88. http://dx.doi.org/10.1016/0045-7949(88)90049-1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Treese, Daniel P., Shirley E. Clark, and Katherine H. Baker. "Nutrient Release from Disturbance of Infiltration System Soils during Construction." Advances in Civil Engineering 2012 (2012): 1–7. http://dx.doi.org/10.1155/2012/393164.

Full text

Abstract:

Subsurface infiltration and surface bioretention systems composed of engineered and/or native soils are preferred tools for stormwater management. However, the disturbance of native soils, especially during the process of adding amendments to improve infiltration rates and pollutant removal, may result in releases of nutrients in the early life of these systems. This project investigated the nutrient release from two soils, one disturbed and one undisturbed. The disturbed soil was collected intact, but had to be air-dried, and the columns repacked when soil shrinkage caused bypassing of water

APA, Harvard, Vancouver, ISO, and other styles

6

Shi, Bao Hua, Ying Song, Wei Ren, Wei Xu, and Liang Yu Zong. "Triaxial Test on the Construction-Aid Soil Stabilizer in Stabilizing Fine-Grained Soil." Advanced Materials Research 779-780 (September 2013): 429–33. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.429.

Full text

Abstract:

Based on the airport pavement construction features and utilization requirements, we stabilize the fine-grained soil in Jining district of Shandong province by using the construction-aid (con-aid) soil stabilizer.We test the stress-strain curve and Mohr failure envelope of the triaxial shear of the fine-grained soil before and after being stabilized under various confining pressure by using the unconsolidated-undrained (UU) triaxial test method. We also analyze the change rules of the cohesive force Cu and internal friction angle φu to evaluate the effect of stabilizing fine-grained soil by us

APA, Harvard, Vancouver, ISO, and other styles

7

Ruwanpura, J. Y., S. M. AbouRizk, and M. Allouche. "Analytical methods to reduce uncertainty in tunnel construction projects." Canadian Journal of Civil Engineering 31, no. 2 (2004): 345–60. http://dx.doi.org/10.1139/l03-105.

Full text

Abstract:

This paper presents a method to quantify uncertainty using simulation techniques and approximate geotechnical methods. Unknown soil conditions are major contributors to uncertainty in any underground construction project. Soil conditions are unknown because generally soil samples taken from vertical boreholes show only the soils present in the discrete borehole locations. The soil profiles between the boreholes therefore contribute to project uncertainty, and construction practitioners must make assumptions about these soil profiles for construction planning and scheduling purposes. Analytical

APA, Harvard, Vancouver, ISO, and other styles

8

D.T., Paluanov. "The stressstrain state of low-head dams’ basis on stratified soil." Ekologiya i stroitelstvo 3 (2016): 4–9. http://dx.doi.org/10.35688/2413-8452-2016-03-001.

Full text

Abstract:

This article is considered stress-strain state of low-head dams’ basis on stratified soil. The peculiarities of construction of low-head dams on stratified soils are resulted. The calculated model for the solution of the stress-strain state of low-head dams’ basis is resulted. The calculations of the stress-strain state of soil base under the weight of the constructions and the hydrostatic pressure of water the upstream dam are established.

APA, Harvard, Vancouver, ISO, and other styles

9

Chen, Wei, Tao Jiao, and Xue Wei Li. "Study on the Construction Technique of Xigeda Soil House." Advanced Materials Research 168-170 (December 2010): 589–93. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.589.

Full text

Abstract:

With the attributes of low strength, serious denudation and crack easily, Xigeda soil is unique in Pan-xi Region and currently is widely adopted in many rural house construction. In this paper, by mixing different proportion of lime and broken rice straw, the physical and mechanical properties of Xigeda soil are tested, and the improvement measures to avoid disadvantages are studied. At the same time construction dimension is proposed. By constructing experimental houses, key construction steps are put forward.

APA, Harvard, Vancouver, ISO, and other styles

10

Hsu, Sung Chi, Huan Yang Chiang, and Ji Yuan Lin. "Effect of Gradation and Cement on the Properties of Soil-Cement Mixtures." Advanced Materials Research 535-537 (June 2012): 1719–22. http://dx.doi.org/10.4028/www.scientific.net/amr.535-537.1719.

Full text

Abstract:

Eight non-plastic soils with different gradation are used for this research to study the appropriate choice of soil-cement mixture for a earth and rock-fill dam construction project. The properties of soil-cement materials are influenced by several factors, including type and proportion of soil, cementitious materials, water content, compaction, uniformity of mixing, curing conditions, and age of the compacted mixture. Based on the experimental results, the maximum dry density will increase with an increase in cement content for soils with low fines content. However, no significant variation w

APA, Harvard, Vancouver, ISO, and other styles

11

Matsuo, Minoru, Minoru Kimura, Ryouji Nishio, and Yutaka Ando. "Development of Soil Improvement Method Using Construction Waste Soil." Doboku Gakkai Ronbunshu, no. 567 (1997): 237–48. http://dx.doi.org/10.2208/jscej.1997.567_237.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Burroughs, Steve. "Recommendations for the Selection, Stabilization, and Compaction of Soil for Rammed Earth Wall Construction." Journal of Green Building 5, no. 1 (2010): 101–14. http://dx.doi.org/10.3992/jgb.5.1.101.

Full text

Abstract:

Rammed earth possesses environmental advantages over most other competing construction materials. However, if it is to be more routinely used in the construction of modern, sustainable buildings, its material properties and production processes must be properly quantified. This paper proposes practical recommendations for soil selection, stabilizer treatment, and on-site compaction for rammed earth, based on a recent set of 219 stabilization experiments. The purpose of the recommendations is to maximize the probability of constructing rammed earth walls that meet or exceed a compressive streng

APA, Harvard, Vancouver, ISO, and other styles

13

Han, Zhen, Jiangwen Li, Pengfei Gao, Bangwei Huang, Jiupai Ni, and Chaofu Wei. "Determining the Shear Strength and Permeability of Soils for Engineering of New Paddy Field Construction in a Hilly Mountainous Region of Southwestern China." International Journal of Environmental Research and Public Health 17, no. 5 (2020): 1555. http://dx.doi.org/10.3390/ijerph17051555.

Full text

Abstract:

As a constructed wetland ecosystem, paddy field plays an irreplaceable role in flood storage and detention, groundwater replenishment, environmental protection, and ecological balance maintenance. New paddy field construction can give full play to the production and ecological functions of paddy field and can adjust the development structure of the agricultural industry effectively. The soil properties of shear strength and permeability, which provide a theoretical basis for engineering design, construction, and post-operation, are important indexes in the site selection of new paddy field. Th

APA, Harvard, Vancouver, ISO, and other styles

14

Maheswari, Anusuri Uma. "Improving Soil Properties by Using Coir." International Journal for Research in Applied Science and Engineering Technology 9, no. VIII (2021): 80–86. http://dx.doi.org/10.22214/ijraset.2021.37280.

Full text

Abstract:

Construction on these soils is found to be expensive because of their low bearing strength. Soil having poor bearing need stabilization to make it suitable for construction purpose. In this study coir (extracted from coconut) is used as natural fiber for stabilization of soil. Stabilization using natural fiber is a cost-effective and eco-friendly approach to improve properties of soil. The study is carried out to evaluate the effects of coir fiber on properties of soil. Coconut coir in the soil were varied from 0, 0.5, 1.0, 1.5, and 2.0% and various soil properties were studied.

APA, Harvard, Vancouver, ISO, and other styles

15

Ren, Jian Min, Xin Min Ran, and Cun Ren Jiang. "Prediction and Prevention of Water and Soil Erosionin Qilinsi Hydro-Electric Power Station Project Construction." Applied Mechanics and Materials 295-298 (February 2013): 2107–11. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.2107.

Full text

Abstract:

Qilinsi hydro-electric power station is constructed for power generation. This paper analyses the influences of seven aspects to water and soil erosion in project constructing, such as construction occupation land, dig and backfill of main body, project discard- dregs, materials field exploitation, construction traffic roads, immigrants installing and geologic disaster. The water and soil erosion quantity was predicted. Prevention measures for water and soil erosion were presented correspondingly and it has important significance for constructing the project successfully and improving circumja

APA, Harvard, Vancouver, ISO, and other styles

16

Yu, Qihao, Xiu-Ling Ren, Pan Yue, et al. "Study on the Freeze-Thaw Problems in the Winter Construction of the Lianghekou Earth-Core Rockfill Dam and the Countermeasures for Prevention." Advances in Materials Science and Engineering 2021 (July 13, 2021): 1–14. http://dx.doi.org/10.1155/2021/5539916.

Full text

Abstract:

Winter construction in seasonally frozen soil areas is inevitable. The variation of ambient temperature causes the freeze-thaw of the filling soils and its impact is significant, and whether the countermeasures can be effectively established and adopted is particularly important for the management and control of the construction quality of the project. This paper conducts systematic research based on the winter construction process of the dam core wall of the Lianghekou Hydropower Station, which is the third highest earth-core rockfill dam in the world under construction. The results show that

APA, Harvard, Vancouver, ISO, and other styles

17

LANDSBURG, S. "EFFECTS OF PIPELINE CONSTRUCTION ON CHERNOZEMIC AND SOLONETZIC A AND B HORIZONS IN CENTRAL ALBERTA." Canadian Journal of Soil Science 69, no. 2 (1989): 327–36. http://dx.doi.org/10.4141/cjss89-033.

Full text

Abstract:

The effects of pipeline construction on agricultural soil quality ratings were evaluated for the A and B horizons of Orthic Dark Brown Chernozem and Dark Brown Solonetz soils at three sites in Central Alberta 1 wk after construction. At each site, samples of the Ap horizon from the spoil side, trench, and work side portions of a pipeline right-of-way were compared to a sample of the Ap horizon from an adjacent area unaffected by pipeline construction. Spoil material below replaced topsoil on the trench was compared to a sample of an undisturbed B horizon. Regardless of soil type or land use, c

APA, Harvard, Vancouver, ISO, and other styles

18

Choi, Jong-Soo, Dong-Su Kim, Yu-Lim Choi, et al. "Suppression of Soil Dust Emissions from Large-Scale Construction Sites Using Starch and Polyvinyl Alcohol." International Journal of Chemoinformatics and Chemical Engineering 8, no. 2 (2019): 38–46. http://dx.doi.org/10.4018/ijcce.2019070104.

Full text

Abstract:

Soil dust emitted from large-scale construction sites in urban areas impacts air quality and creates a severe health threat to residents. Water spraying is commonly practiced to lower dust emission in construction sites, but its long-term effectiveness is questionable. In this study the utility of starch, polyvinyl alcohol (PVA), and a blend of starch and PVA in various proportions was investigated for the suppression of soil dust emissions at construction sites in Seoul. The efficiency of each dust suppressant was tested with test soil samples in a laboratory-scale wind tunnel box under diffe

APA, Harvard, Vancouver, ISO, and other styles

19

Lafebre, Hilda, Olu Songonuga, and Ajay Kathuria. "Contaminated Soil Management at Construction Sites." Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management 2, no. 3 (1998): 115–19. http://dx.doi.org/10.1061/(asce)1090-025x(1998)2:3(115).

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

P, Guru Raju, Hemant Kumar, and Amit K. Verma. "Black Cotton Soil in Highway Construction *." HELIX 10, no. 1 (2020): 144–48. http://dx.doi.org/10.29042/2020-10-1-144-148.

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

Ilyichev, V. A., N. S. Nikiforova, and A. V. Konnov. "Technological Soil Mechanics in Underground Construction." IOP Conference Series: Materials Science and Engineering 1079, no. 4 (2021): 042056. http://dx.doi.org/10.1088/1757-899x/1079/4/042056.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Gui, Lan, Yue Jun Li, and Zeng Guang Li. "Road Performance Test and Application of TerraZyme Solidification Soil." Applied Mechanics and Materials 295-298 (February 2013): 452–62. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.452.

Full text

Abstract:

TerraZyme is a completely different and new material for constructing road compared to the traditional road construction materials. Through the indoor and field tests of TerraZyme solidification soil, the road performance (e.g., unconfined compression strength, CBR value，modulus of resilience, hydraulic conductivity etc) of TerraZyme solidification soil was analyzed systematically. Meanwhile, the changing patterns in the case of various construction technology and different maintenance conditions were discussed. Then, the quality control index and measure for construction were presented. By va

APA, Harvard, Vancouver, ISO, and other styles

23

Jadhav, Shubham G. "Soil Stabilization using Agricultural Waste." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 3232–37. http://dx.doi.org/10.22214/ijraset.2021.35695.

Full text

Abstract:

The stability and strength of structure depends on Construction design and also on the strength of subgrade soil on which the structure is being erected. Soil should poses adequate strength and stability for a safe and economic Construction work. Construction work on Expansive soils poses a problem for Civil Engineers as such soil shows swelling and shrinking when exposed to changes in the moisture content, thus methods of Soil Stabilization can be adopted. This paper examined the Effects of Agricultural Waste such as Sugarcane Straw Ash (SCSA) and Coconut Husk Ash (CHA) as Stabilizer Material

APA, Harvard, Vancouver, ISO, and other styles

24

S. G, Jadhav. "Soil Stabilization using Agricultural Waste." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2647–51. http://dx.doi.org/10.22214/ijraset.2021.36491.

Full text

Abstract:

The stability and strength of structure depends on Construction design and also on the strength of subgrade soil on which the structure is being erected. Soil should poses adequate strength and stability for a safe and economic Construction work. Construction work on Expansive soils poses a problem for Civil Engineers as such soil shows swelling and shrinking when exposed to changes in the moisture content, thus methods of Soil Stabilization can be adopted. This paper examined the Effects of Agricultural Waste such as Sugarcane Straw Ash (SCSA) and Coconut Husk Ash (CHA) as Stabilizer Material

APA, Harvard, Vancouver, ISO, and other styles

25

Abel, Tomasz. "Laboratory tests of soil-shell structures made of GRP - an evaluation of the soil medium." E3S Web of Conferences 45 (2018): 00002. http://dx.doi.org/10.1051/e3sconf/20184500002.

Full text

Abstract:

Soil-shell structures have been widely used for many years in road and network constructions where there are collisions of transport linear structures. A benefit of using such structures is the speed of construction and the durability of the materials used. Despite the wide use of different types of materials, in particular steel shells, new material solutions are still being sought. One material that has been used successfully for many years in the construction of underground network facilities is plastic from the group of duroplasts. Composite profiles with cross-sections reaching up to 3.0

APA, Harvard, Vancouver, ISO, and other styles

26

Duan, Yuan Qing, and Yong Quan Li. "Research of Stratigraphic Classification Based on Difficult Degree of Construction." Advanced Materials Research 919-921 (April 2014): 723–26. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.723.

Full text

Abstract:

The principles about soil formation and the difference between rock and soil are introduced. The general knowledge about stratigraphic classification is interpreted in detail. Based on several hundred geological survey report about construction and renovation, one new classification method based on difficult degree of construction is put forward, by which rocks are divided into three levels on the base of Protodyakonov's coefficient f, and soils are divided into three levels on the base of geological age. The classification method put forward is helpful for estimating the difficulty of the con

APA, Harvard, Vancouver, ISO, and other styles

27

Mohammad, Sabreena, Wasim Akram, and Shakeel A. Mirza. "Geotechnical Characterization of Dredged Material and Effect of Lime Stabilisation on its Strength Characteristics." Applied Mechanics and Materials 877 (February 2018): 289–93. http://dx.doi.org/10.4028/www.scientific.net/amm.877.289.

Full text

Abstract:

Increase in developmental activities and the limited availability of suitable sites for civil engineering project construction is greatly encouraging engineers to consider improvement of weak soil deposits for constructing infrastructures. Among various weak soil deposits, “Dredged Material” from famous Lakes is causing serious health and environmental problems. Dredging of lakes generate lot of waste material, which needs to be disposed-off methodically without disturbing environment. Many Researchers have reported that geotechnical properties of dredged material qualify it for use in the man

APA, Harvard, Vancouver, ISO, and other styles

28

Zaitsev, A. A., and V. G. Ofrikhter. "THE RESULTS OF FIELD TESTS OF WEAK SOILS." Construction and Geotechnics 10, no. 2 (2019): 56–65. http://dx.doi.org/10.15593/2224-9826/2019.2.05.

Full text

Abstract:

Organization of construction on sites built of weak soils is associated with certain problems, one of which is the construction of temporary roads and foundations for building mechanisms (pile drivers, cranes, etc.). Temporary roads necessary attributes of any construction, ensuring the availability of facilities and linear structures. One of the features of the temporary roads is their erection in accordance with the staged scheme of the organization of construction. Physico-mechanical characteristics of the soils are necessary for the design of such passages using which it is possible to per

APA, Harvard, Vancouver, ISO, and other styles

29

NAETH, M. A., A. W. BAILEY, D. S. CHANASYK, W. B. McGILL, and R. T. HARDIN. "CHANGES IN SOIL WATER REGIME AFTER PIPELINE CONSTRUCTION IN SOLONETZIC MIXED PRAIRIE RANGELAND." Canadian Journal of Soil Science 68, no. 3 (1988): 603–10. http://dx.doi.org/10.4141/cjss88-058.

Full text

Abstract:

A study was conducted in the Solonetzic mixed prairie rangeland of southern Alberta to evaluate soil water responses to pipeline construction. Five adjacent natural gas pipelines on a series of rights-of-way (ROW) were studied at three sites. The pipelines were installed in 1957, 1963, 1968, 1972 and 1981. Soil water contents were monitored throughout the year using a neutron probe. Water-holding capacity of the soil was determined using the pressure-plate extraction method. Pipeline construction in Solonetzic mixed prairie ecosystems caused total soil water to a depth of 50 cm in the trench t

APA, Harvard, Vancouver, ISO, and other styles

30

Szklennik, Paweł. "Numerical analysis of interaction between a model tunnel lining and non-cohesive soil." Bulletin of the Military University of Technology 68, no. 1 (2019): 175–95. http://dx.doi.org/10.5604/01.3001.0013.1479.

Full text

Abstract:

The paper presents an analysis and assessment of an interaction between a model tunnel lining and surrounding non-cohesive soil. The analysis was conducted with numerical simulations using the author’s program based on an algorithm of the discrete element method. Previously calibrated numerical model was used in the calculations. Calibration was based on comparison of the construction deformations observed in the laboratory tests and during the simulation. Numerous simulations, performed in the calibrated numerical model, included calculations for a flexible and rigid construction of the linin

APA, Harvard, Vancouver, ISO, and other styles

31

Matsuo, Minoru, Minoru Kimura, Ryouji Nishio, and Yutaka Ando. "Study on Development of Soil Improvement Method Using Construction Waste Soil." Doboku Gakkai Ronbunshu, no. 547 (1996): 199–210. http://dx.doi.org/10.2208/jscej.1996.547_199.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

MINAMI, Kiyoshi, and Akiomi SHIMAZU. "Soil allocation models for utilization of surplus soil in construction works." Doboku Gakkai Ronbunshu, no. 395 (1988): 65–74. http://dx.doi.org/10.2208/jscej.1988.395_65.

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

Nguyen, Nu Thi, Son Truong Bui, and Dung Tien Le. "The potential of using fine rock for replacing soft soil in construction of a breakwater at Chan May port." Journal of Mining and Earth Sciences 61, no. 4 (2020): 75–85. http://dx.doi.org/10.46326/jmes.2020.61(4).08.

Full text

Abstract:

Breakwater is an important construction in Chan May port. The construction of breakwaters faces many difficulties due to the soft soil layer with a thickness of more than ten meters and located under the sea level. Breakwater is unstable as well as high of settlement. Therefore, the soft soil under the breakwater was replaced by fine rock. The results show that it is feasible to replace soft soil by fine rock when constructing breakwater in the sea. This is the basis for the design of soft ground treatment for breakwaters in Vietnam.

APA, Harvard, Vancouver, ISO, and other styles

34

Zia, Nayyar, and Patrick J. Fox. "Engineering Properties of Loess-Fly Ash Mixtures for Roadbase Construction." Transportation Research Record: Journal of the Transportation Research Board 1714, no. 1 (2000): 49–56. http://dx.doi.org/10.3141/1714-07.

Full text

Abstract:

Southwest Indiana has large deposits of wind-blown loess. Similar deposits are found in other states, including Illinois, Kentucky, Iowa, Minnesota, Missouri, and Nebraska. These soils consist of uniform silt with a plasticity index ranging from 0 to 10. This material is suitable for road construction if it is compacted dry of optimum. However, the material is difficult to work after it becomes wet, which commonly results in construction delays. Indiana also has large stockpiles of Class C fly ash from coal-burning power plants. The ash has cementitious properties after hydration (because of t

APA, Harvard, Vancouver, ISO, and other styles

35

KITAMOTO, Yukiyoshi, Hiroshi ABE, Kazunori KAMIKI, and Hironori YAMAMURA. "Construction of Geosynthetic-Reinforced Soil Retaining Wall." Geosynthetics Engineering Journal 13 (1998): 23–30. http://dx.doi.org/10.5030/jcigsjournal.13.23.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

OHRAI, Takahiro. "Development of artificial soil freezing for construction." Journal of the Japanese Society of Snow and Ice 59, no. 3 (1997): 159–67. http://dx.doi.org/10.5331/seppyo.59.159.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Yao, Tian Ju, and Lin Xin Liu. "The Stack Soil Management for Construction Site." Advanced Materials Research 1049-1050 (October 2014): 487–90. http://dx.doi.org/10.4028/www.scientific.net/amr.1049-1050.487.

Full text

Abstract:

The topography, hydrogeological condition and engineering geological condition of various regions are complicated in China. The demolition and site preparation of mountains construction site generally need to do a large number of excavation and embankment fill, need to consider the problem such as landslide and slope, temporary earthwork stack. The available soil temporary stack involving the question such as safety, environmental protection, etc, with two instances to illustrate should according to quality, safety and environmental protection objectives for construction management of temporar

APA, Harvard, Vancouver, ISO, and other styles

38

Beckett, C. T. S., C. E. Augarde, D. Easton, and T. Easton. "Strength characterisation of soil-based construction materials." Géotechnique 68, no. 5 (2018): 400–409. http://dx.doi.org/10.1680/jgeot.16.p.288.

Full text

APA, Harvard, Vancouver, ISO, and other styles

39

Machelski, Czesław. "Construction loads of the soil-steel structures." Transportation Overview - Przeglad Komunikacyjny 2018, no. 10 (2018): 42–53. http://dx.doi.org/10.35117/a_eng_18_10_06.

Full text

Abstract:

A characteristic feature of the soil-steel structure, unlike conventional bridges, is greatly influenced by the backfill ground and the road surface as a load-bearing elements. In the model of soil-steel structure there are two structural parts: steel shell with corrugated pates and backfilling ground with road surface. The interaction between them is modelled as an contact interaction (interface), which is a normal and tangential force to the surface of the shell. The paper provides an algorithm in which the internal forces in the shell are determined on the basis of unit deformations and hen

APA, Harvard, Vancouver, ISO, and other styles

40

Mymrin, V. A. "Structure formation of slag-soil construction materials." Materials and Structures 38, no. 275 (2004): 107–13. http://dx.doi.org/10.1617/14123.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

Bogardi, I., W. E. Kelly, and A. Bardossy. "Reliability Model for Soil Liner: Post Construction." Journal of Geotechnical Engineering 116, no. 10 (1990): 1502–20. http://dx.doi.org/10.1061/(asce)0733-9410(1990)116:10(1502).

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

Zheng, Jian-Long, Rui Zhang, and He-Ping Yang. "Highway Subgrade Construction in Expansive Soil Areas." Journal of Materials in Civil Engineering 21, no. 4 (2009): 154–62. http://dx.doi.org/10.1061/(asce)0899-1561(2009)21:4(154).

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

Krayushkina, Kateryna, and Olena Oliynyk. "Stabilized soil - new material for road construction." IOP Conference Series: Materials Science and Engineering 918 (October 7, 2020): 012117. http://dx.doi.org/10.1088/1757-899x/918/1/012117.

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Mymrin, V. A., H. A. Ponte, M. J. J. S. Ponte, and A. M. Maul. "Structure formation of slag-soil construction materials." Materials and Structures 38, no. 1 (2005): 107–13. http://dx.doi.org/10.1007/bf02480582.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

ALAYAKI, F. M., A. AL-TABBAA, and M. J. AYOTAMUNO. "USE OF DRILL CUTTINGS ASH AS STABILISING AGENT FOR SELECTED NIGER DELTA SOILS FOR ROAD CONSTRUCTION." Journal of Natural Sciences Engineering and Technology 16, no. 2 (2019): 88–103. http://dx.doi.org/10.51406/jnset.v16i2.1852.

Full text

Abstract:

his study investigated potential of the use of Drill Cuttings Ash (DCA) in the stabilisation of Niger Delta soils for road construction. Most of the in-situ soils encountered in the region are fine-grained and highly plastic that would require special treatment. Four soil samples were obtained and the following tests were carried out: classification, compaction, California Bearing Ratio (CBR), and Unconfined Compressive strength (UCS). Dry DCA quantities ranging 2 – 8 percentages by weight of the soil was added to the air-dried soils for the stabilisation process. They were classified as A-6 (

APA, Harvard, Vancouver, ISO, and other styles

46

Oyola-Guzmán, Romer D., and Rómulo Oyola-Morales. "Forensic Evaluation of Compacted Soils using RAMCODES." Civil Engineering Journal 4, no. 10 (2018): 2275. http://dx.doi.org/10.28991/cej-03091157.

Full text

Abstract:

Unexpected failure of compacted soils was explained using design curves of the Rational Methodology for Compacted Geomaterial’s Density and Strength Analysis (RAMCODES). Forensic geotechnical evaluation, applied to a compacted soil used at a construction site, demonstrated that the bearing capacity of the soil was influenced by the water content and the dry unit weight. At the construction site, the only criterion used for quality control of the compacted soil was the minimum compaction percentage; the maximum dry unit weight (achieved using the standard Proctor test) was used when the soil wa

APA, Harvard, Vancouver, ISO, and other styles

47

Zúñiga-Torres, Berenice, Ramiro Correa-Jaramillo, Francisco Hernández-Olivares, et al. "Innovative Materials for Sustainable Construction." Materials Science Forum 1023 (March 2021): 155–62. http://dx.doi.org/10.4028/www.scientific.net/msf.1023.155.

Full text

Abstract:

The construction industry has focused on trying to minimize and control the environmental impacts caused within the process of production and manufacture of fired bricks, for this reason the present research proposes five different alternative mixtures for the elaboration of ecological bricks, four of these based on soil-cement and one obtained through a geopolymerization process, using raw materials from the amazon region and the southern highlands of Ecuador, such as soil from the Centza mine (MC), sand from the Quiringue mine (MQ), organic correctors of husk rice (RH ), peanut shell (PS), n

APA, Harvard, Vancouver, ISO, and other styles

48

Ademila, Omowumi, and Abel Idowu Olayinka. "GEOTECHNICAL INVESTIGATION OF PAVEMENT FAILURE; CAUSES AND INHERENT SOLUTIONS FOR SUSTAINABLE HIGHWAY CONSTRUCTION IN SUB-SAHARAN AFRICA." Rudarsko-geološko-naftni zbornik 35, no. 4 (2020): 103–14. http://dx.doi.org/10.17794/rgn.2020.4.9.

Full text

Abstract:

Engineering geological investigation of some unstable and stable sections of the Ibadan-Iwo-Osogbo highway was undertaken to unravel the intrinsic reasons responsible for continuous pavement failure along this road. Eighty disturbed and forty undisturbed soil samples were collected at different depths from twenty test pits of six selected failed sections (FS) and two stable sections (SS). Road construction analysis was done on these soil samples using standard methods. Liquid limit (22 - 64% and 32 - 40%), plasticity index (13 - 41% and 12 - 18%) and percentage fines (47 - 59% and 32 - 41%) in

APA, Harvard, Vancouver, ISO, and other styles

49

Liu, Bo, Li Huang, Guo Gang Qiao, and Tao Li. "Test Research on Modified-Soils of Foam-Conditioned for Metro Shield Tunneling Engineering." Advanced Materials Research 168-170 (December 2010): 1566–71. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1566.

Full text

Abstract:

Soil improvement is one of the most important problems to be solved for shielding tunneling in the complex strata. Now the foam modifying soils technique has been widely used in shield tunneling construction. A new foaming agent used for soil properties improvement is developed and presented in this paper. This paper presents test research of soil properties improvement on sand in rich-water strata and clay soils from permeability, fluidity, compressibility and shear strength. Compared with the imported and domestic foaming agent, the basic performances of the newly developed foaming agent are

APA, Harvard, Vancouver, ISO, and other styles

50

Ping, W. Virgil, Ching-Chin Ling, and Robert K. H. Ho. "Influence of Soil Suction and Environmental Factors on Drying Characteristics of Granular Subgrade Soils." Transportation Research Record: Journal of the Transportation Research Board 1714, no. 1 (2000): 98–106. http://dx.doi.org/10.3141/1714-13.

Full text

Abstract:

According to contractors in Florida, construction problems have emerged because pavement soils hold excessive water and are difficult to dry and compact. Recent research on the effects of soil suction and environmental conditions on drying rate characteristics of six types of troublesome granular soils is presented. Two types of tests were conducted for the study: soil suction tests using the thermocouple psy-chrometer method and drying rate tests using an environmental chamber. The experimental results showed that both the soil suction and relative humidity had direct effects on the soil-dryi

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!