Gotowe bibliografie tematyczne / Expansive soils and Shear strength

Spis treści

  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „Expansive soils and Shear strength”

Autor: Grafiati
Data publikacji: 3 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Expansive soils and Shear strength"

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Dong, Yun, Wei Zhong He, and Bao Tian Wang. "Study on the Impact of Long-Term Immersion on the Shear Strength of Compacted Lime Stabilized Expansive Soils." Applied Mechanics and Materials 238 (November 2012): 431–34. http://dx.doi.org/10.4028/www.scientific.net/amm.238.431.

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To offer or predict the shear strength of compacted lime stabilized expansive soils after long-term immersion for the slope analysis, the paper carried out direct shear test on the compacted stabilized expansive soils after different immersion time. The test results show that long-term immersion has significant impact on the shear strength of the lime stabilized expansive soils, the shear strength reduced sharply after soaking, but the shear strength tends to a stable value about 60%~70% normal strength while soaking is longer than 50 days. Logarithm model can well fitted the sketch of φ, c an
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Chen, Yi, Jing Zhao, and Xiao Hong Hu. "Research on the Shear Strength Properties of Expansive Soils." Applied Mechanics and Materials 256-259 (December 2012): 287–92. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.287.

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The shear strength of expansive soils is now a key geotechnical problem. The water content and dry density of expansive soils have deep effect on its shear strength. For analyzing the detail relationship of the water content, dry density and shear strength of this special soil, direct shear test was carried out with the samples from Xinxiang in middle line of South to North water diversion project. The results indicate that both of the cohesion and friction angle grow with dry density and decrease with initial water content. Applying the linear regression calculation, we obtained mathematical
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Li, Tao, Yanqing He, Guokun Liu, Binru Li, and Rui Hou. "Experimental Study on Cracking Behaviour and Strength Properties of an Expansive Soil under Cyclic Wetting and Drying." Shock and Vibration 2021 (December 26, 2021): 1–13. http://dx.doi.org/10.1155/2021/1170770.

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Expansive soil is characterized by its unique structural morphology and drastic volume change. With infrastructure increasingly constructed in expansive soil areas, engineering problems caused by the properties of expansive soils have attracted more attention. Cyclic wetting-drying and shear testing were accordingly conducted on an expansive soil from Chengdu area in China. Crack development and shear strength change were analyzed using the Mohr–Coulomb equation for shear strength by fitting the experimental data. The results show the following: (1) With the increase in wetting-drying cycles,
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Li, Jinpeng, Hong Xu, Lichuan Chen, et al. "Effect of Saturation Degree on Mechanical Behaviors of Shallow Unsaturated Expansive Soils." Sustainability 14, no. 21 (2022): 14617. http://dx.doi.org/10.3390/su142114617.

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In the southwest of China, there are widely distributed expansive soils. However, to save costs and manage the speed of construction, these shallow expansive soils are often filled with subgrade materials. Therefore, it is necessary to clearly understand the mechanical behaviors of unmodified shallow expansive soils. Current research on the mechanical behaviors of shallow expansive soils is mainly focused on shear and compressive strengths but rarely on the tensile strength since general tests are costly, time consuming, and difficult to conduct. Therefore, uniaxial tensile, unconfined compres
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Tian, Xuwen, Hongbin Xiao, Zixiang Li, Zhenyu Li, Huanyu Su, and Qianwen Ouyang. "Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method." Geofluids 2022 (March 25, 2022): 1–10. http://dx.doi.org/10.1155/2022/3089820.

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Microbially induced calcite precipitation (MICP) has been a promising method to improve geotechnical engineering properties; however, there are few literatures about the application of the MICP method to improve the strength characteristics of expansive soils with low permeability. In this paper, a series of CD triaxial tests were carried out to investigate the effect of the MICP method on the strength characteristics of the expansive soils. The results show that the shear strength of the specimens increased with the increase in the cementation solution and eventually reached a stable value. T
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Dong, Yun, Wei Zhong He, and Bao Tian Wang. "Study on the Impact of Cyclic Wetting and Drying on the Shear Strength of Stabilized Expansive Soils." Advanced Materials Research 594-597 (November 2012): 96–99. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.96.

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To offer or predict the shear strength of stabilized expansive soils after cyclic wetting and drying for the slope analysis, the paper carried out direct shear test on the stabilized expansive soils after different times of cyclic wetting and drying. The test results show: The first 3-5 times of cyclic wetting and drying will cause the shear strength decreased sharply, and after about 7-9 times of cycle, the shear strength will trend to a stable value, which is about 40-60% of the normal strength before the cycles. Logarithm model can well fitted the variation of the shear strength and the tim
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Katti, R. K. "Shear strength and earth pressure in expansive soils." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 27, no. 2 (1990): A83. http://dx.doi.org/10.1016/0148-9062(90)95015-s.

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XU, YONGFU, and DE'AN SUN. "DETERMINATION OF EXPANSIVE SOIL STRENGTH USING A FRACTAL MODEL." Fractals 09, no. 01 (2001): 51–60. http://dx.doi.org/10.1142/s0218348x01000506.

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The micropore surface fractal model for expansive soils is proposed in this paper. Based on the results of the mercury intrusion tests, it is found that the micropore surface fractal dimension is 2.40 for the soil sample with the dry density of 1.50 g/cm 3, and is 2.47 for the soil sample with the dry density of 1.60 g/cm 3. By using the micropore surface fractal model, the shear strength formula for expansive soils is obtained. All the parameters in the proposed shear strength formula are constant, and are independent of matric suction. The validation of the proposed shear strength formula is
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Su, Zheng, Daokun Qi, Xinju Guo, Xiaojuan Xi, and Liang Zhang. "Characterization of the Undrained Shear Strength of Expansive Soils of High Water Content." MATEC Web of Conferences 206 (2018): 01002. http://dx.doi.org/10.1051/matecconf/201820601002.

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In recent years, engineering constructions increase rapidly in western and central areas of China, where expansive soil widely distributes. Since expansive soil is sensitive to water content, the characterization of its shear strength should be carefully conducted. For simplicity and ease of use, the Mohr-Coulomb criterion is often adopted to describe the shear strength of expansive soil. In this paper, the physical meaning of the cohesion and frictional strength of expansive soil are explained, and the variations of the strength parameters with water content are investigated. By fitting to th
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Chen, Junhua, Jiejie Mu, Aijun Chen, Yao Long, Yanjiang Zhang, and Jinfeng Zou. "Experimental Study on the Properties of Basalt Fiber–Cement-Stabilized Expansive Soil." Sustainability 16, no. 17 (2024): 7579. http://dx.doi.org/10.3390/su16177579.

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Expansive soil is prone to rapid strength degradation caused by repeated volume swelling and shrinkage under alternating dry–wet conditions. Basalt fiber (BF) and cement are utilized to stabilize expansive soil, aiming to curb its swelling and shrinkage, enhance its strength, and ensure its durability in dry–wet cycles. This study examines the impact of varying content (0–1%) of BF on the physical and mechanical characteristics of expansive soil stabilized with a 6% cement content. We investigated these effects through a series of experiments including compaction, swelling and shrinkage, uncon
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Rozprawy doktorskie na temat "Expansive soils and Shear strength"

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Long, Xiaoyan. "Prediction of shear strength and vertical movement due to moisture diffusion through expansive soils." Texas A&M University, 2006. http://hdl.handle.net/1969.1/4313.

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This dissertation presents an investigation of engineering behavior of expansive soils. An analytical study was undertaken for the development and modification of a Windows-based two-dimensional finite element computer program FLODEF that performs a sequentially coupled flow-displacement analysis for the prediction of moisture diffusion and the induced volume change in soils supporting various elements of civil infrastructure. The capabilities of the model are illustrated through case studies of shear strength envelope forecast and parametric studies of transient flow-deformation prediction in
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Tilgen, Huseyin Pars. "Relationship Between Suction And Shear Strength Parameters Of Compacted Metu Campus Clay." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1300425/index.pdf.

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In this study, the relationship between soil suction and shear strength parameters of compacted METU campus clay were investigated at different moisture contents. Soil samples were tested at optimum moisture content (i.e. w=20.8%), at dry side of optimum moisture content (i.e. w=14.8%, 16.8%, 18.8%) and at wet side of optimum moisture content (i.e. w=22.8%, 24.8%, 26.8%). Direct shear tests were performed to measure shear strength parameters (c&#039<br>, &amp<br>#934<br>&#039<br>) and soil suctions were measured by filter paper method after direct shear tests. These relationships were also inv
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MacHuca, Joao Rodriguez, Quispe Oscar Pusari, Gary Duran Ramirez, and Diaz Carlos Fernandez. "Improvement of the shear strength parameters of an expansive soil using recycled glass powder and polypropylene fibers." Institute of Electrical and Electronics Engineers Inc, 2020. http://hdl.handle.net/10757/656416.

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El texto completo de este trabajo no está disponible en el Repositorio Académico UPC por restricciones de la casa editorial donde ha sido publicado.<br>n this article, the geotechnical behavior of the reinforced soil is studied through additions of polypropylene fiber and recycled glass powder, this in order to obtain a homogeneously reinforced soil matrix to reduce possible structural failures, differential settlements and increase capacity bearing. The sample used was classified as a clay soil with low plasticity (CL) and with moderately expansive characteristics, based on the values of the
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Pusari, Quispe Oscar Alonso, and Machuca Joao Yhazzir Rodriguez. "Estudio experimental de mejoramiento de las propiedades de resistencia al corte de un suelo expansivo con polvo de vidrio reciclado y fibras de polipropileno en la ciudad de Talara, departamento de Piura." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/653985.

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Los resultados del estudio que se expone en la presente tesis, tratan sobre las arcillas expansivas en “Talara”, en base a resultados obtenidos en los ensayos de laboratorio como el Análisis Granulométrico por Tamizado, ensayo de Límite Líquido, Límite Plástico e Índice de Plasticidad, ensayo de Proctor modificado y el ensayo Corte Directo. Cabe decir que dichos ensayos se realizaron tomando como punto de partida las características geológicas, geomorfológicas, geotécnicas y la evaluación de daños en las diversas estructuras de la zona como viviendas producto de la expansión y consolidación de
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Khakbazan, Ali. "Swelling, shrinkage and shear strength of unsaturated expansive clays." Thesis, University of South Wales, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261353.

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Baltodano-Goulding, Rafael. "Tensile strength, shear strength, and effective stress for unsaturated sand." Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4364.

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Thesis (Ph.D.)--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 (February) Vita. Includes bibliographical references.
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Holko, Jeffrey M. "Shear Strength Correlations for Ohio Highway Embankment Soils." Ohio University / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1205248711.

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Oderah, Vincent. "Shear strength behaviour of sugarcane bagasse reinforced soils." Master's thesis, University of Cape Town, 2015. http://hdl.handle.net/11427/20106.

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Sugarcane is considered as the most abundant plant based crop grown in the tropics and part of the temperate climates. Its by-product, sugarcane bagasse, constitutes 30% of the total production. In the past, it was considered as waste material but contemporaries through innovative research projects over the years have found uses for it. Among these projects is soil reinforcement, which provides an alternative application to industrial by-products and natural fibres as a way of reducing their environmental footprints and contributing to sustainable geotechnics. Although bagasse morphological co
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Yung, See Yuen. "Determination of shear wave velocity and anisotropic shear modulus of an unsaturated soil /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20YUNG.

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Kim, Hyunki. "Spatial variability in soils stiffness and strength /." Diss., Available online, Georgia Institute of Technology, 2005, 2005. http://etd.gatech.edu/theses/available/etd-07132005-194445/.

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Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2006.<br>Mayne, Paul, Committee Member ; Frost, David, Committee Member ; Santamarina, Carlos, Committee Chair ; Rix, Glenn, Committee Member ; Ruppel, Carolyn, Committee Member.
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Książki na temat "Expansive soils and Shear strength"

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F, Richards Adrian, ASTM Committee D-18 on Soil and Rock., and International Symposium on Laboratory and Field Vane Shear Strength Testing (1987 : Tampa, Fla.), eds. Vane shear strength testing in soils: Field and laboratory studies. ASTM, 1988.

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Lade, P. Triaxial testing of soils. John Wiley & Sons Inc., 2016.

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Donaghe, Robert T. Strength and deformation properties of earth-rock mixtures. Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

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Fay, Kurt F. von. Review of negative pore pressure: Its measurement, and testing of the CRL apparatus. Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1985.

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Richards, AF, ed. Vane Shear Strength Testing in Soils: Field and Laboratory Studies. ASTM International, 1988. http://dx.doi.org/10.1520/stp1014-eb.

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Leʹsniewska, Danuta. Analysis of shear band pattern formation in soil. Instytut Budownictwa Wodnego PAN, 2000.

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Kalaev, A. I. Nesushchai͡a︡ sposobnostʹ osnovaniĭ sooruzheniĭ. Stroĭizdat, Leningradskoe otd-nie, 1990.

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Kazarnovskiĭ, V. D. Ot͡s︡enka sdvigoustoĭchivosti svi͡a︡znykh gruntov v dorozhnom stroitelʹstve: Teoreticheskie osnovy i prakticheskie metody. "Transport", 1985.

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Sobolevskiĭ, D. I͡U. Prochnostʹ i nesushchai͡a sposobnostʹ dilatirui͡ushchego grunta. "Navuka i tėkhnika", 1994.

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Lade, P. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska. U.S. G.P.O., 1988.

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Części książek na temat "Expansive soils and Shear strength"

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Gnana Prasanna, G., M. Manoj Kumar, A. Dhanaraj, and K. Raja Sekhar. "Shear Strength Behavior of the Flyash-Treated Lime Columns on Expansive Soils." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1753-8_16.

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Ye, Wei-Min, Ya-Wei Zhang, Bao Chen, and Shi-Fang Zhang. "Characteristics of Shear Strength of Unsaturated Weak Expansive Soil." In Advances in Environmental Geotechnics. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04460-1_45.

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Parihar, Niraj Singh, and Ashok Kumar Gupta. "Effect of Curing on Compressive and Shear Strength Parameters of Liming Waste Ash Stabilized Expansive Soil." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6557-8_83.

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Duncan, Chester I. "Shear Strength of Soils." In Soils and Foundations for Architects and Engineers. Springer US, 1998. http://dx.doi.org/10.1007/978-1-4615-5417-2_4.

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Das, Braja M. "Shear strength of soils." In Advanced Soil Mechanics. CRC Press, 2019. http://dx.doi.org/10.1201/9781351215183-9.

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Leong, Eng-Choon, and Martin Wijaya. "Triaxial test (shear strength)." In Laboratory Tests for Unsaturated Soils. CRC Press, 2023. http://dx.doi.org/10.1201/b22304-17.

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Fredlund, D. G., and S. K. Vanapalli. "2.7 Shear Strength of Unsaturated Soils." In SSSA Book Series. Soil Science Society of America, 2018. http://dx.doi.org/10.2136/sssabookser5.4.c15.

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Raja, P. Sriram Karthick, and T. Thyagaraj. "Effect of Sulfate Contamination on Compaction and Strength Behavior of Lime Treated Expansive Soil." In Recent Advancements on Expansive Soils. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01914-3_2.

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Ibrahim, Ali N., and Tom Schanz. "Shear Strength and Collapsibility of Gypsifierous Soils." In Engineering Geology for Society and Territory - Volume 2. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09057-3_196.

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Aysen, A. "Shear Strength of Soils and Failure Criteria." In Problem Solving in Soil Mechanics. Routledge, 2021. http://dx.doi.org/10.1201/9780203741986-4.

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Streszczenia konferencji na temat "Expansive soils and Shear strength"

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Andrenacci, Alfredo, and Dennis Wong. "Evaluation of Buried Pipeline Coatings under Soil Stress." In CORROSION 2012. NACE International, 2012. https://doi.org/10.5006/c2012-01234.

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Abstract Pipeline coatings in buried service are subjected to stresses from the surrounding soil as a result of the weight of the overburden and the weight of the pipe with its contents. These stresses are exacerbated by changes in the soil composition, pipe movement due to operating pressure and thermal expansion/contraction. Soil stress can damage the mainline and the girth weld coatings, leading to corrosion of the pipeline and costly repairs. Understanding the magnitude of these stresses is critical to coating design and material selection. A model has been developed to allow the estimatio
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Al-Mhaidib, Abdullah I., and Mosleh A. Al-Shamrani. "Influence of Swell on Shear Strength of Expansive Soils." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40860(192)16.

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Elkady, T. Y., and M. F. Abbas. "Shear Strength Behavior of Highly Expansive Soil." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.259.

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Lin, Botao, and Amy B. Cerato. "Hysteretic Shear Strength and Shear-Induced Volume Change of Natural Expansive Soils Weathered from Shale." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.131.

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Dang, Liet Chi, and Hadi Khabbaz. "Shear Strength Behaviour of Bagasse Fibre Reinforced Expansive Soil." In International Conference on Geotechnical and Earthquake Engineering 2018. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482049.038.

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Bo, Hu, and Sun Hui. "Shear Strength Characteristic of Fissure Plane in Expansive Soil." In Second International Conference on Geotechnical and Earthquake Engineering. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413128.039.

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"Stabilization of Black Cotton Soil with Groundnut Shell Ash." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-6.

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Abstract. The analysis of GSA for the stabilization of soil samples is the subject of this research paper. In recent years, soil stabilization techniques have been effective in improving the shear strength parameters of poor soils. GSA is a naturally occurring substance that causes human health and environmental issues. Physical properties of soil were calculated, including Atterberg's limits, compaction characteristics, and strength characteristics of virgin soil samples. GSA was applied to the soil in various percentages (2 to 10 percent). The soil sample's intensity increased up to 6% befor
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Yang, Heping, Jie Xiao, Shu Wang, and Weiran Zuo. "Study on the Determination of Residual Shear Strength for Expansive Soil." In GeoHunan International Conference 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41044(351)8.

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Amarta, Agastyasa Ghea, and Syahril. "Stabilization of Gedebage Expansive Soil on Shear Strength Using Vermiculite and Emulsified Asphalt." In 2nd International Seminar of Science and Applied Technology (ISSAT 2021). Atlantis Press, 2021. http://dx.doi.org/10.2991/aer.k.211106.059.

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Wu, Junhua, Yuhan Kuang, and Ming Luo. "Study on shear strength of expansive soil considered softening and slope stability analysis with FLAC3D." In 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/gcmce-17.2017.27.

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Raporty organizacyjne na temat "Expansive soils and Shear strength"

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Germaine, John T. Characterization of the Shear Strength of Unsaturated Soils and the Role of Soil Moisture Characteristic Curves. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada517574.

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Rahman, Shahedur, Rodrigo Salgado, Monica Prezzi, and Peter J. Becker. Improvement of Stiffness and Strength of Backfill Soils Through Optimization of Compaction Procedures and Specifications. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317134.

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Vibration compaction is the most effective way of compacting coarse-grained materials. The effects of vibration frequency and amplitude on the compaction density of different backfill materials commonly used by INDOT (No. 4 natural sand, No. 24 stone sand, and No. 5, No. 8, No. 43 aggregates) were studied in this research. The test materials were characterized based on the particle sizes and morphology parameters using digital image analysis technique. Small-scale laboratory compaction tests were carried out with variable frequency and amplitude of vibrations using vibratory hammer and vibrato
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Busby, Ryan, Wade Wall, and Lauren Bosche. Remote detection of soil shear strength in Arctic and subarctic environments. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49815.

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Soil shear strength affects many military activities and is affected significantly by plant roots. Unfortunately, root contribution to soil shear strength is difficult to measure and predict. In the boreal forest ecosystem, soil and hydrologic dynamics make soil shear strength less predictable, while the need for prediction grows due to the rapid changes occurring in this environment. Our current study objectives are to (1) observe possible aboveground vegetation indicators of soil shear strength variation across soils and other environmental heterogeneity, (2) observe possible image-based ind
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Unknown, Author. L51672 Weight Coating Design for Submarine PL On-Bottom Stability. Pipeline Research Council International, Inc. (PRCI), 1992. http://dx.doi.org/10.55274/r0010538.

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There were two main objectives of this research. The first objective was to verify SINTEFs' pipe/soil interaction model test results, on which the A.G.A. Level 2 and 3 soil models are based. The second objective was to quantify the amount of conservatives built into the model equations for stiffer clay soils (above 30 psf shear strength). The original testing (at SINTEF) was done in soft clay soils (30 psf), and extrapolations to stiffer soils were done very conservatively, because data was not available. To accomplish these two objectives, pipe-soil interaction model tests were conducted at T
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Stuedlein, Armin, Ali Dadashiserej, and Amalesh Jana. Models for the Cyclic Resistance of Silts and Evaluation of Cyclic Failure during Subduction Zone Earthquakes. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2023. http://dx.doi.org/10.55461/zkvv5271.

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This report describes several advances in the cyclic failure assessment of silt soils with immediate and practical benefit to the geotechnical earthquake engineering profession. First, a database of cyclic loading test data is assembled, evaluated, and used to assess trends in the curvature of the CRR-N (cyclic resistance ratio - the number of equivalent cycles) relationship. This effort culminated in a plasticity index-dependent function which can be used to estimate the exponent b in the power law describing cyclic resistance, and may be used to estimate the cyclic resistance of silt soils a
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Bradford, Joe, Itzhak Shainberg, and Lloyd Norton. Effect of Soil Properties and Water Quality on Concentrated Flow Erosion (Rills, Ephermal Gullies and Pipes). United States Department of Agriculture, 1996. http://dx.doi.org/10.32747/1996.7613040.bard.

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Concentrated flow erosion in rills, pipes, ephermal gullies, and gullies is a major contributor of downstream sedimentation. When rill or gullies form in a landscape, a 3- to 5-fold increase in soil loss commonly occurs. The balance between the erosive power of the flow and the erosion resistance of the bed material determines the rate of concentrated flow erosion. The resistance of the bed material to detachment depends primarily on the magnitude of the interparticle forces or cohesion holding the particles and aggregates together. The effect of soil properties on bed material resistance and
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Brandenberg, Scott, Jonathan Stewart, Kenneth Hudson, Dong Youp Kwak, Paolo Zimmaro, and Quin Parker. Ground Failure of Hydraulic Fills in Chiba, Japan and Data Archival in Community Database. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/amnh7013.

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This report describes analysis of ground failure and lack thereof observed in the Mihama Ward portion of Chiba, Japan following the 2011 M9.0 Tohoku Earthquake. In conjunction with this work, we have also significantly expanded the laboratory component of the Next Generation Liquefaction (NGL) relational database. The district referred to as Mihama Ward is on ground composed of hydraulic fill sluiced in by pipes, thereby resulting in a gradient of soil coarseness, with coarser soils deposited near the pipes and fine-grained soils carried further away. Observations from local researchers at Chi
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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l
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Shmulevich, Itzhak, Shrini Upadhyaya, Dror Rubinstein, Zvika Asaf, and Jeffrey P. Mitchell. Developing Simulation Tool for the Prediction of Cohesive Behavior Agricultural Materials Using Discrete Element Modeling. United States Department of Agriculture, 2011. http://dx.doi.org/10.32747/2011.7697108.bard.

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The underlying similarity between soils, grains, fertilizers, concentrated animal feed, pellets, and mixtures is that they are all granular materials used in agriculture. Modeling such materials is a complex process due to the spatial variability of such media, the origin of the material (natural or biological), the nonlinearity of these materials, the contact phenomenon and flow that occur at the interface zone and between these granular materials, as well as the dynamic effect of the interaction process. The lack of a tool for studying such materials has limited the understanding of the phen
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