Works matching DE "SHEAR testing of soils"
Results: 231
The shear and tensile strength of unsaturated soils by a grain-scale investigation.
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- Granular Matter, 2020, v. 22, n. 1, p. 1, doi. 10.1007/s10035-019-0969-4
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Numerical direct shear tests for outwash deposits with random structure and composition.
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- Granular Matter, 2014, v. 16, n. 5, p. 771, doi. 10.1007/s10035-014-0504-6
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Mobilized shear strengths of Mississippi River Delta Front sediments during submarine landslides.
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- Geo-Marine Letters, 2022, v. 42, n. 2, p. 1, doi. 10.1007/s00367-022-00731-0
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Comparison of clayey soil characteristics treated with lime and water base nano-polymer.
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- International Journal of Mining & Geo-Engineering, 2022, v. 56, n. 3, p. 271, doi. 10.22059/IJMGE.2022.297169.594842
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Large scale shear tests on soil-geosynthetic interfaces.
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- Bulletin of the Geological Society of Greece, 2022, p. 515
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Physical and mechanical properties of interface transition zone between loess and paleosol.
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- Annales de Chimie Science des Matériaux, 2018, v. 42, n. 4, p. 521, doi. 10.3166/ACSM.42.521-531
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EVALUATION OF SHEAR STRENGTH PARAMETERS USING SHEAR BOX TESTS FOR SLOPE FAILURES IN PENANG.
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- ESTEEM, 2015, v. 11, n. 1, p. 14
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Micromechanical analysis of loop-formed fiber-reinforced soil composite.
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- Journal of Industrial Textiles, 2014, v. 44, n. 3, p. 418, doi. 10.1177/1528083713495251
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Contribution of Particles Size Ranges to Sand Friction.
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- Engineering, Technology & Applied Science Research, 2013, v. 3, n. 4, p. 497, doi. 10.48084/etasr.361
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Shallow Layer Destruction Law of Expansive Soil Slope under Rainfall and the Application of Geogrid Reinforcement.
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- Geofluids, 2021, p. 1, doi. 10.1155/2021/6636894
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DISTINCT ELEMENT METHOD SIMULATION ON DEFORMATION MODE AND STRESS STATE FOR SPECIMEN SHAPE IN DIRECT SHEAR TEST.
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- International Journal of Computational Methods, 2014, v. 11, n. 2, p. -1, doi. 10.1142/S0219876213420048
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A state-dependent soil model and its application to principal stress rotation simulations.
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- International Journal of Distributed Sensor Networks, 2018, v. 14, n. 11, p. 1, doi. 10.1177/1550147718808751
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DIRECT SHEAR TESTING ON A ROCKFILL MATERIAL.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2009, v. 34, n. 2B, p. 379
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The 28 July 2015 rapid landslide at Ha Long City, Quang Ninh, Vietnam.
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- Landslides, 2017, v. 14, n. 3, p. 1207, doi. 10.1007/s10346-017-0814-y
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Experimental and numerical investigations of a catastrophic long-runout landslide in Zhenxiong, Yunnan, southwestern China.
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- Landslides, 2017, v. 14, n. 2, p. 649, doi. 10.1007/s10346-016-0729-z
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Soil characterization for shallow landslides modeling: a case study in the Northern Apennines (Central Italy).
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- Landslides, 2017, v. 14, n. 2, p. 755, doi. 10.1007/s10346-017-0809-8
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Mechanism of two rapid and long-runout landslides in the 16 April 2016 Kumamoto earthquake using a ring-shear apparatus and computer simulation (LS-RAPID).
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- Landslides, 2016, v. 13, n. 6, p. 1525, doi. 10.1007/s10346-016-0748-9
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Research on mechanical parameters of coarse-grained sliding soil based on CT scanning and numerical tests.
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- Landslides, 2016, v. 13, n. 5, p. 1261, doi. 10.1007/s10346-015-0635-9
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Residual strength of slip zone soils.
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- Landslides, 2014, v. 11, n. 2, p. 305, doi. 10.1007/s10346-013-0451-z
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Triaxial shear testing of polished slickensided surfaces.
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- Landslides, 2011, v. 8, n. 4, p. 449, doi. 10.1007/s10346-011-0263-y
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Effect of cyclic loading on the residual strength of over-consolidated silty clay in a ring shear test.
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- Landslides, 2011, v. 8, n. 2, p. 233, doi. 10.1007/s10346-010-0250-8
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INCIDENCIA DE LA VELOCIDAD DE APLICACIÓN DE CARGA EN LA RESISTENCIA AL CORTE NO DRENADO DE SUELOS RESIDUALES DE ANFIBOLITA EN EL VALLE DE SAN NICOLÁS, ANTIOQUIA (COLOMBIA).
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- Revista EIA, 2014, v. 11, n. 21, p. 89, doi. 10.14508/reia.2014.11.21
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Experimental Study and Numerical Simulation Analysis of Geosynthetics Reinforced Bond Performance.
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- Advanced Materials Science & Technology, 2021, v. 3, n. 2, p. 29, doi. 10.37155/2717-526X-0302-3
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生土砌体砌筑泥浆生态改性配方研究.
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- Bulletin of the Chinese Ceramic Society, 2023, v. 42, n. 2, p. 496
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Undrained behaviour of granular soils conditioned for EPB tunnelling - A new experimental procedure tunnelling.
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- Geomechanik und Tunnelbau, 2017, v. 10, n. 1, p. 81, doi. 10.1002/geot.201600019
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Effect of temperature on behaviour of red clay–structure interface.
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- Canadian Geotechnical Journal, 2019, v. 56, n. 1, p. 126, doi. 10.1139/cgj-2017-0310
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Interface response-based soil classification framework.
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- Canadian Geotechnical Journal, 2018, v. 55, n. 12, p. 1795, doi. 10.1139/cgj-2017-0498
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Small-strain behaviour and crushability of Ballyconnelly carbonate sand under monotonic and cyclic loading.
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- Canadian Geotechnical Journal, 2018, v. 55, n. 7, p. 979, doi. 10.1139/cgj-2016-0522
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Influence of electro-osmosis activation time on vacuum electro-osmosis consolidation of a dredged slurry.
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- Canadian Geotechnical Journal, 2018, v. 55, n. 1, p. 147, doi. 10.1139/cgj-2016-0687
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Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles.
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- Canadian Geotechnical Journal, 2018, v. 55, n. 1, p. 119, doi. 10.1139/cgj-2016-0438
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Role of normal boundary condition in interface shear test for the determination of skin friction along pile shaft.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 9, p. 1245, doi. 10.1139/cgj-2016-0312
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Strength verification of stabilized soil-cement columns: a laboratory investigation of the push-in resistance test (PIRT).
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- Canadian Geotechnical Journal, 2017, v. 54, n. 6, p. 789, doi. 10.1139/cgj-2016-0230
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Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading.
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- Canadian Geotechnical Journal, 2017, v. 54, n. 2, p. 158, doi. 10.1139/cgj-2016-0265
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Numerical simulations of seismic and post-seismic behavior of tailings.
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- Canadian Geotechnical Journal, 2016, v. 53, n. 1, p. 85, doi. 10.1139/cgj-2014-0345
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A novel displacement-based rigorous limit equilibrium method for three-dimensional landslide stability analysis.
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- Canadian Geotechnical Journal, 2015, v. 52, n. 12, p. 2055, doi. 10.1139/cgj-2015-0050
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Long-runout mechanism and landsliding behaviour of large catastrophic landslide triggered by heavy rainfall in Guanling, Guizhou, China.
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- Canadian Geotechnical Journal, 2015, v. 52, n. 7, p. 971, doi. 10.1139/cgj-2014-0122
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The undrained strength - liquidity index relationship.
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- Canadian Geotechnical Journal, 2014, v. 51, n. 9, p. 1073, doi. 10.1139/cgj-2013-0169
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Discussion of 'Multivariate distribution for undrained shear strengths under various test procedures'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2014, v. 51, n. 3, p. 346, doi. 10.1139/cgj-2013-0400
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Reply to the discussion by Mesri on 'Multivariate distribution for undrained shear strengths under various test procedures'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2014, v. 51, n. 3, p. 348, doi. 10.1139/cgj-2014-0032
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Field monitoring of earth pressures on integral bridge abutments.
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- Canadian Geotechnical Journal, 2013, v. 50, n. 8, p. 841, doi. 10.1139/cgj-2012-0440
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Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay.
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- Canadian Geotechnical Journal, 2013, v. 50, n. 4, p. 400, doi. 10.1139/cgj-2011-0390
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Reply to the discussion by Prakash on 'Mechanics of the Casagrande liquid limit test'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2012, v. 49, n. 11, p. 1327, doi. 10.1139/t2012-092
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Mechanics of the Casagrande liquid limit test.
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- Canadian Geotechnical Journal, 2012, v. 49, n. 9, p. 1015, doi. 10.1139/t2012-066
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- Article
Discussion of 'Mechanics of the Casagrande liquid limit test'<sup>1</sup>.
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- Canadian Geotechnical Journal, 2012, v. 49, n. 11, p. 1325, doi. 10.1139/t2012-089
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Effect of fibre content and structure on anisotropic elastic stiffness and shear strength of peat.
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- Canadian Geotechnical Journal, 2012, v. 49, n. 4, p. 403, doi. 10.1139/t2012-003
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A laboratory investigation of the dynamic properties of tailings.
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- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1587, doi. 10.1139/t11-060
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Optimization of perforation drilling for mitigating punch-through in multi-layered clays.
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- Canadian Geotechnical Journal, 2011, v. 48, n. 11, p. 1658, doi. 10.1139/t11-065
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Application of suction stress for estimating unsaturated shear strength of soils using direct shear testing under low confining pressure.
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- Canadian Geotechnical Journal, 2010, v. 47, n. 9, p. 955, doi. 10.1139/T10-007
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Shear strength of remolded soils at consistency limits.
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- Canadian Geotechnical Journal, 2010, v. 47, n. 3, p. 259, doi. 10.1139/T09-095
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Simple shear testing of sensitive, very soft offshore clay for wide strain range.
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- Canadian Geotechnical Journal, 2009, v. 46, n. 11, p. 1277, doi. 10.1139/T09-059
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