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Relevant bibliographies by topics / Shear strength of soils Soil mechanics

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Academic literature on the topic 'Shear strength of soils Soil mechanics'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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Journal articles on the topic "Shear strength of soils Soil mechanics"

1

Morris, Peter H., J. Graham, and David J. Williams. "Cracking in drying soils." Canadian Geotechnical Journal 29, no. 2 (1992): 263–77. http://dx.doi.org/10.1139/t92-030.

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Cracking in soils that are undergoing drying is controlled by soil suctions and by soil properties such as compression modulus, Poisson's ratio, shear strength, tensile strength, and specific surface energy. The paper reviews the occurrence and morphology of cracks in dry-climate regions of Australia and Canada. After reviewing the behaviour of unsaturated soils and the mechanics of cracking, solutions are developed based on (i) elasticity theory, (ii) the transition between tensile and shear failure, and (iii) linear elastic fracture mechanics. The solutions are compared and related to crack

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2

Zhang, Xiao Ming, Qian Jin Liu, and Xing Xiu Yu. "Differences of Shear Strength between Undisturbed and Remolded Soils of Lands for Agriculture and Forestry in Menglianggu Watershed of Linyi City." Advanced Materials Research 599 (November 2012): 815–19. http://dx.doi.org/10.4028/www.scientific.net/amr.599.815.

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To find the effects of pedoturbation on soil erosion of lands for agriculture and forestry in Menglianggu watershed of Linyi city from soil mechanics, shear strengths of 3 typical land uses (6 different soils) which are undisturbed and remolded respectively were measured by direct shear apparatus. Effects of particle size and binding materials on shear strength were analyzed by comparing shear properties of undisturbed and remolded soils with the same dry density, water content and vertical loads. The results show that all the angle of internal friction ( ) and most of soil cohesion ( ) of und

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3

Bulolo, Sam, and Eng Choon Leong. "Modelling shear strength of compacted soils." E3S Web of Conferences 92 (2019): 15007. http://dx.doi.org/10.1051/e3sconf/20199215007.

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Compacted soils constitute most engineering projects such as earth dams, embankments, pavements, and engineered slopes because of their high shear strength and low compressibility. The shear strength of compacted soils is a key soil parameter in the design of earth structures but it is seldom determined correctly due to their unsaturated state. The shear strength of compacted soils can be better evaluated under the framework of unsaturated soil mechanics. Saturated and unsaturated tests were conducted on compacted specimens using conventional direct shear apparatus under constant water content

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4

Fraccica, Alessandro, Enrique Romero, Thierry Fourcaud, Mercedes Sondon, and Luis Gandarillas. "Tensile strength of a vegetated and partially saturated soil." E3S Web of Conferences 195 (2020): 03001. http://dx.doi.org/10.1051/e3sconf/202019503001.

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Vegetated soil’s shear strength has been usually assessed through direct shear tests and under triaxial compression stress paths while less is known about its behaviour under tensile stress. Tensile strength and shrinkage-induced cracking play a crucial role in the hydro-mechanical response of earth structures exposed to drying/wetting cycles. For this purpose, a new device for direct tensile tests has been designed and used to let plants grow in compacted soil samples. The equipment consists of two cylindrical moulds connected to each other by a soil bridge in which failure upon pulling is in

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Alamanis, Nikolaos, Philotheos Lokkas, Theodoros Chrysanidis, Dimitrios Christodoulou, and Evangelos Paschalis. "Assessment Principles for the Mechanical Behavior of Clay Soils." WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS 16 (August 4, 2021): 47–61. http://dx.doi.org/10.37394/232011.2021.16.6.

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The factors that determine the geotechnical behavior of soils are mainly their composition, the size of their grains and their moisture content. The design of a soil structure or foundation project must ensure the shear adequacy of the soil in all phases of construction and throughout the life of the project. However, the shear strength, in general, of the soil is not "constant" but depends on key external factors such as the prehistory of loads, the time and succession of load states, the overpressure of the pore water as well as other factors such as relative density, or any preload, the pre

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6

Stefaniuk, Damian, Matylda Tankiewicz та Joanna Stróżyk. "X-Ray Microtomography (μCT) as a Useful Tool for Visualization and Interpretation of Shear Strength Test Results". Studia Geotechnica et Mechanica 36, № 4 (2015): 47–55. http://dx.doi.org/10.2478/sgem-2014-0035.

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Abstract The paper demonstrates the applicability of X-ray microtomography (ìCT) to analysis of the results of shear strength examinations of clayey soils. The method of X-ray three-dimensional imaging offers new possibilities in soil testing. The work focuses on a non-destructive method of evaluation of specimen quality used in shear tests and mechanical behavior of soil. The paper presents the results of examination of 4 selected clayey soils. Specimens prepared for the triaxial test have been scanned using ìCT before and after the triaxial compression tests. The shear strength parameters of

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7

Maghsoodi, Soheib, Olivier Cuisinier, and Farimah Masrouri. "Thermal effects on mechanical behaviour of soil–structure interface." Canadian Geotechnical Journal 57, no. 1 (2020): 32–47. http://dx.doi.org/10.1139/cgj-2018-0583.

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Mechanical behaviour of the soil–structure interface plays a major role in the shear characteristics and bearing capacity of foundations. In thermoactive structures, due to nonisothermal conditions, the interface behaviour becomes more complex. The objective of this study is to investigate the effects of temperature variations on the mechanical behaviour of soils and the soil–structure interface. Constant normal load (CNL) and constant normal stiffness (CNS) tests were performed on the soil and soil–structure interface in a direct shear device at temperatures of 5, 22, and 60 °C. Fontainebleau

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Maghsoodi, Soheib, Olivier Cuisinier, and Farimah Masrouri. "Thermo-mechanical behaviour of clay-structure interface." E3S Web of Conferences 92 (2019): 10002. http://dx.doi.org/10.1051/e3sconf/20199210002.

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The mechanical behaviour of the soil-structure interface plays a major role in the shear characteristics and bearing capacity of foundations. In thermo-active structures, due to non-isothermal conditions, the interface behaviour becomes more complex. The objective of this study is to investigate the effects of temperature variations on the mechanical behaviour of soils and soil-structure interface. Constant normal load (CNL) and constant normal stiffness (CNS) tests were performed on soil and soil-structure interface in a direct shear device at temperatures of 5, 22 and 60 °C. Kaolin clay was

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9

Kaminski, P., M. Urlaub, J. Grabe, and C. Berndt. "Geomechanical behaviour of gassy soils and implications for submarine slope stability: a literature analysis." Geological Society, London, Special Publications 500, no. 1 (2019): 277–88. http://dx.doi.org/10.1144/sp500-2019-149.

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AbstractSubmarine slope failures pose a direct threat to seafloor installations and coastal communities. Here, we evaluate the influence of free gas on the soil's shear strength and submarine slope failures in areas with gassy soils based on an extensive literature review. We identify two potential destabilization mechanisms: gas bubbles in the pore space lead to a reduced shear strength of the soil and/or gas induces excess pore pressures that consequently reduce the effective stress in the soil. Our evaluation of the reported mechanical and hydraulic behaviour of gassy sediments indicates th

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10

Yang, Xiao Yan, Wen Bai Liu, Jia Jun Wang, and Wen Hui Shi. "The Research on the Mechanical Properties of the same Curing Agent of Different Soil Dredged Mud." Advanced Materials Research 800 (September 2013): 181–88. http://dx.doi.org/10.4028/www.scientific.net/amr.800.181.

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Through confined compression test and direct shear test, studied the mechanical properties of the same curing agent of different soil dredged mud, compared the difference of the same curing agent of different soil dredged mud. By confined compression test, the compression modulus of clay, silty sand and silty soil dredged mud after curing increases by 603.7%, 529.0% , 603.7% respectively. By direct shear test, the shear strength of clay dredged mud after curing increases to infinity; silty sands shear strength after curing increases by 209.1% in average; silty soils shear strength increases af

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Dissertations / Theses on the topic "Shear strength of soils Soil mechanics"

1

Lacoul, Sriranjan. "Consolidated-drained shear-strength of unsaturated soil." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66044.

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2

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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Cho, Gye Chun. "Unsaturated soil stiffness and post-liquefaction shear strength." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/21010.

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4

Chung, Sun-Ok. "On-the-go soil strength profile sensor /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137684.

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Junaideen, Sainulabdeen Mohamed. "Failure of saturated sandy soils due to increase in pore water pressure." Thesis, Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B30708540.

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Xu, Jia. "Investigation of spatially graded distribution of pore fluid effect on wetting-induced soil collapse /." View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20XU.

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Mui, Tak Sang. "The shearing effect of suction /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20MUI.

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Ho, Man Lee. "Theoretical approach to quantify influence of inherent anisotropy on undrained steady state strength of sand /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20HO.

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9

Reid, Richard A. "Triaxial permeability device." Thesis, Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/20036.

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Chan, Man Yiu. "The influence of wetting on the dynamic properties of completely decomposed granite in Hong Kong /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20CHANM.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2002.<br>Includes bibliographical references (leaves 131-136). Also available in electronic version. Access restricted to campus users.

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Books on the topic "Shear strength of soils Soil mechanics"

1

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

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2

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

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

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4

Arkin, Y. Geotechnical factors influencing marl slopes in Israel. Ministry of Energy and Infrastructure, Geological Survey of Israel, 1986.

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5

Hervé, Di Benedetto, ed. Deformation characteristics of geomaterials: Proceedings of the Third International Symposium on Deformation Characteristics of Geomaterials : IS Lyon 2003 : 22-24 September 2003, Lyon, France. A.A. Balkema, 2003.

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6

International Symposium on Deformation Characteristics of Geomaterials (5th 2011 Seoul, Korea). Deformation characteristics of geomaterials: Proceedings of the fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Ios Press, 2011.

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7

International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (2nd 1999 Torino, Italy). Pre-failure deformation characteristics of geomaterials: Proceedings of the Second International Symposium on Pre-Failure Deformation Characteristics of Geomaterials : Torino 99 : Torino, Italy 28-30 September, 1999. Edited by Jamiolkowski M. B, Lancellotta Renato, Lo Presti D, International Society of Soil Mechanics and Geotechnical Engineering., and Associazione geotecnica italiana. A.A. Balkema, 1999.

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8

International Symposium on Pre-Failure Deformation Characteristics of Geomaterials (1994 Sapporo, Japan). Pre-failure deformation of geomaterials: Proceedings of the International Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Sapporo, Japan 12-14 September 1994. A.A. Balkema, 1994.

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9

E, Burns Susan, Mayne Paul W, Santamarina J. Carlos, and International Society of Soil Mechanics and Geotechnical Engineering. Technical Committee 29., eds. Deformational characteristics of geomaterials: Proceedings of the Fourth International Symposium on Deformation Characteristics of Geomaterials, IS Atlanta 2008, 22-24 September 2008, Atlanta, Georgia, USA. IOS Press, 2008.

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10

Higgins, Jerry D. Engineering design in loess soils of southeastern Washington. Washington State Dept. of Transportation in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1987.

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Book chapters on the topic "Shear strength of soils Soil mechanics"

1

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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2

Barnes, G. E. "Shear Strength." In Soil Mechanics. Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13258-4_7.

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3

Barnes, Graham. "Shear strength." In Soil Mechanics. Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-51221-5_7.

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4

Barnes, Graham. "Shear strength." In Soil Mechanics. Macmillan Education UK, 2010. http://dx.doi.org/10.1007/978-0-230-36677-0_7.

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5

Craig, R. F. "Shear strength." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_4.

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6

Verruijt, Arnold. "Shear Strength." In An Introduction to Soil Mechanics. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_20.

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7

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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8

Gratchev, Ivan, Dong-Sheng Jeng, and Erwin Oh. "Shear strength of soil." In Soil Mechanics Through Project-Based Learning. CRC Press, 2018. http://dx.doi.org/10.1201/9780429507786-11.

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9

Scott, C. R. "A model for shear strength of soil." In An Introduction to Soil Mechanics and Foundations. Springer US, 1994. http://dx.doi.org/10.1007/978-1-4899-7250-7_6.

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10

Randolph, Mark F. "Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction." In Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads. Springer Vienna, 2012. http://dx.doi.org/10.1007/978-3-7091-1068-3_11.

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Conference papers on the topic "Shear strength of soils Soil mechanics"

1

Mehryar, Zarnaz, and Yuxia Hu. "Numerical Study of Spudcan Foundation Penetrating Into Layered Soils." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67447.

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Spudcan foundation, penetrating into stratified soils is studied using H-adaptive finite element method (FE) together with Remeshing and Interpolation Technique with Small Strain model (RITSS). This is to investigate the potential hazard of punch-through failure in layered soil profiles. There are two series of analysis conducted. Firstly, for a pre-embedded spudcan foundation, a series of parametric studies has been undertaken in order to find the critical distance between the spudcan and the layer boundary, within which a punch-through failure is likely to occur. Soil profile is a uniform st

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2

Pang, Qi, and Xiao-Peng Chen. "Advance in research on shear strength of unsaturated soil." In 2015 International Conference on Mechanics and Mechatronics (ICMM2015). WORLD SCIENTIFIC, 2015. http://dx.doi.org/10.1142/9789814699143_0021.

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3

Zeinoddini, Mostafa, Mahmood Nabipour, and Mahmood R. Abdi. "Modes of Failure for Suction Caissons Under Vertical Pull-Out Loads." In 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92239.

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Suction caissons have a fair base in the offshore industry, however, prediction of their behaviour and capacities still need extra attentions. Understanding their modes of failure is crucial for any analytical solutions. In this paper, failure mechanisms noticed in a numerical study of the suction caissons behaviour under vertical pull-out loading are reported. The employed finite element models have been calibrated by and verified against different available experimental data. In principal four distinctive modes of failure have been recognized. The first mode corresponds to a shear sliding fa

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4

Valle, Celestino, Beatriz I. Camacho, Kenneth H. Stokoe, and Alan F. Rauch. "Comparison of the Dynamic Properties and Undrained Shear Strengths of Offshore Calcareous Sand and Artificially Cemented Sand." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37091.

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Calcareous sand specimens were obtained from Campeche Bay in the southern Gulf of Mexico. The dynamic properties of these specimens were measured in resonant column and torsional shear (RCTS) tests, while the undrained shear strength was measured in unconsolidated-undrained (UU) triaxial compression tests. For weakly cemented, natural materials like this, it is difficult to obtain reliable properties from laboratory tests because sampling and handling of the soil specimens damages the particle cementation to an unknown degree. Artificially cemented specimens can be studied to better understand

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5

Indraratna, Buddhima, David Oliveira, and Jayanathan Mylvaganam. "Revised Shear Strength Model for Soil-Infilled Rock Joints Considering Over-Consolidation Effect." In First Southern Hemisphere International Rock Mechanics Symposium. Australian Centre for Geomechanics, Perth, 2008. http://dx.doi.org/10.36487/acg_repo/808_75.

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Feng, Xiaowei, and Susan Gourvenec. "Optimal Shear Key Interval for Offshore Shallow Foundations." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10118.

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Embedment of offshore shallow foundations is typically achieved by ‘skirts’, i.e. thin vertical plates that protrude from the underside of a foundation top plate and penetrate the seabed confining a soil plug. Skirted shallow foundations are often idealized as a solid, rigid element for geotechnical analysis of the foundation, on the assumption that sufficient skirts, or ‘shear keys’ will be provided to ensure that the deformable soil plug displaces as a rigid body. Should too few shear keys be provided, failure mechanisms involving deformation within the soil plug may occur, leading to a redu

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7

Boukpeti, Nathalie, David White, Mark Randolph, and Han Eng Low. "Characterization of the Solid-Fluid Transition of Fine-Grained Sediments." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79738.

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Characterization of the strength of fine-grained sediments as they evolve from an intact seabed material to a remolded debris flow is essential to adequately model submarine landslides and their impact on pipelines and other seabed infrastructure. In the current literature, two distinct approaches for modelling this material behavior have been considered. In the soil mechanics approach, fine-grained soils are characterized by the undrained shear strength, su. The critical state framework proposes a relation between su and the water content, or void ratio of the soil. In addition, rate effects

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Ramos Ju´nior, Adeildo S., Luciana C. L. M. Vieira, Cla´udio S. Amaral, and Viviane C. L. Ramos. "An Inverse Numerical Technique to Estimate the Undrained Shear Strength of Marine Clays in Deep Waters." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37286.

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The study of alternative techniques to characterize the geomechanical properties of marine clays in deep waters has been the objective of numerous studies. Such research is warranted because of the difficulty in the use of traditional inspection methods under those environmental conditions. This paper presents an inverse numerical technique to evaluate the undrained soil shear strength of the marine soil. This technique is based on the response measurement during penetration in the marine soil by a gravity released pile. By inverse here we mean that the algorithm developed uses the experimenta

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9

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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Emami Azadi, M. R. "Influence of Spud-Can-Soil Interaction Modeling and Parameters on the Reliability Index of Neka Drilling Jack-Up Platform." In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-66092.

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In the present study, the influence of spud-can-soil modeling and parameters on the reliability index of jack-up platform is investigated. Neka platform is studied as a case which is a 3-leg drilling jack-up type platform located in water depth of about 91m in Caspian Sea region. Various spud-can-soil interaction models such as pinned, fixed-base, hyper-elastic and non-linear elasto-plastic spud-can models are applied. The soil type is varied from loose to dense sand and also from soft NC-clay to very stiff OC-Clay. The effects of bias and COV of the spud-can-soil interaction modeling and also

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Reports on the topic "Shear strength of soils Soil mechanics"

1

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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