Works matching DE "SHEAR testing of soils"
Results: 224
Application of push-off shear test for evaluation of wetting-interface structure-bonding relationship of solder joints.
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- Journal of Materials Science, 2005, v. 40, n. 9/10, p. 2547, doi. 10.1007/s10853-005-1990-z
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- Article
Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability.
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- Bulletin of Engineering Geology & the Environment, 2013, v. 72, n. 1, p. 101, doi. 10.1007/s10064-013-0459-6
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- Article
Effect of polyurethane on the stability of sand-clay mixtures.
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- Bulletin of Engineering Geology & the Environment, 2012, v. 71, n. 3, p. 537, doi. 10.1007/s10064-012-0429-4
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- Article
Geo-engineering properties and settlement of peaty soils at an industrial site (Turkey).
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- Bulletin of Engineering Geology & the Environment, 2010, v. 69, n. 3, p. 397, doi. 10.1007/s10064-010-0290-2
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Relationship between measured plastic limit and plastic limit estimated from undrained shear strength, water content ratio and liquidity index.
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- Clay Minerals, 2017, v. 52, n. 4, p. 509, doi. 10.1180/claymin.2017.052.4.08
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Experimental Study on the Minimum Required Specimen Width to Maximum Particle Size Ratio in Direct Shear Tests.
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- CivilEng, 2022, v. 3, n. 1, p. 66, doi. 10.3390/civileng3010005
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EVALUATION OF SIZE AND BOUNDARY EFFECTS IN SIMPLE SHEAR TESTS WITH DISTINCT ELEMENT MODELING.
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- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 133, doi. 10.6310/jog.2016.11(3).3
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Applicability of Hyperbolic Method for the Prediction of Shear Strength Parameters from Multistage Direct Shear Tests.
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- Geotechnical Engineering (00465828), 2019, v. 50, n. 4, p. 65
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- Article
Determining the debris flow yield strength of weathered soils: a case study of the Miryang debris flow in the Republic of Korea.
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- Scientific Reports, 2024, v. 14, n. 1, p. 1, doi. 10.1038/s41598-024-71272-y
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- Article
Post-cyclic undrained behavior of marine soft clay subjected to partially drained cyclic loading.
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- Marine Georesources & Geotechnology, 2024, v. 42, n. 7, p. 898, doi. 10.1080/1064119X.2023.2236609
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Prediction of drained soil shear strength parameters of marine deposit from CPTu data using GMDH-type neural network.
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- Marine Georesources & Geotechnology, 2019, v. 37, n. 2, p. 180, doi. 10.1080/1064119X.2017.1415400
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Discussion of “Shear Strength of an Accumulation Soil from Direct Shear Test” by J. Wang, H. Zhang, H. Wen, and Y. Liang.
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- Marine Georesources & Geotechnology, 2016, v. 34, n. 2, p. 194, doi. 10.1080/1064119X.2014.987892
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Shear Strength of an Accumulation Soil from Direct Shear Test.
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- Marine Georesources & Geotechnology, 2015, v. 33, n. 2, p. 183, doi. 10.1080/1064119X.2013.828821
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- Article
Applicability to Korean Marine Clay of the Mobilized Undrained Vane Shear Strength Using Correction Factors.
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- Marine Georesources & Geotechnology, 2015, v. 33, n. 2, p. 150, doi. 10.1080/1064119X.2013.815674
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- Article
Mechanical Behavior of Light-Weight Soil Under Consolidated Drained Shear Condition.
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- Marine Georesources & Geotechnology, 2014, v. 32, n. 3, p. 264, doi. 10.1080/1064119X.2012.735345
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Validation of Practice Oriented Models and Influence of Soil Stiffness on Lateral Pile Response Due to Kinematic Loading.
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- Marine Georesources & Geotechnology, 2008, v. 26, n. 3, p. 145, doi. 10.1080/10641190802138118
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Strength Behavior of Naturally Cemented Marine Clay Due to Change in Ground Water Level.
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- Marine Georesources & Geotechnology, 2008, v. 26, n. 3, p. 160, doi. 10.1080/10641190802161185
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- Article
Shear Strength of Jumunjin Sand according to Relative Density.
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- Marine Georesources & Geotechnology, 2008, v. 26, n. 2, p. 101, doi. 10.1080/10641190802022445
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- Article
Degradation in Cemented Marine Clay Subjected to Cyclic Compressive Loading.
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- Marine Georesources & Geotechnology, 2003, v. 21, n. 1, p. 37, doi. 10.1080/10641190306709
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- Article
Impact of multiple drying-wetting cycles on shear behaviour of an unsaturated compacted clay.
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- Environmental Earth Sciences, 2018, v. 77, n. 19, p. 1, doi. 10.1007/s12665-018-7868-6
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- Article
Experimental study on damage failure mechanical characteristics and crack evolution of water-bearing surrounding rock.
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- Environmental Earth Sciences, 2018, v. 77, n. 1, p. 0, doi. 10.1007/s12665-017-7209-1
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- Article
Mechanical Properties of Scrap Tire Crumbs-Clayey Soil Mixtures Determined by Laboratory Tests.
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- Advances in Materials Science & Engineering, 2018, p. 1, doi. 10.1155/2018/1742676
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- Article
Residual shear strength of a weathered graphitic-quartz-mica schist in humid tropical Peninsular Malaysia.
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- Bulletin of the Geological Society of Malaysia, 2019, v. 68, p. 117, doi. 10.7186/bgsm68201911
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- Article
Back-Calculation of the Shear Strength Parameters of Subgrade Soil Based on Lightweight Deflectometer Test Using 3D Numerical Modeling.
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- Geotechnical & Geological Engineering, 2023, v. 41, n. 1, p. 393, doi. 10.1007/s10706-022-02290-8
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- Article
Combined Effect of Rainfall and Shear Strength on the Stability of Highway Embankments Made of Yazoo Clay in Mississippi.
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- Geotechnical & Geological Engineering, 2020, v. 38, n. 3, p. 2787, doi. 10.1007/s10706-020-01187-8
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- Article
Validation of Hyperbolic Model by the Results of Triaxial and Direct Shear Tests of Municipal Solid Waste.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 5, p. 2003, doi. 10.1007/s10706-017-0223-y
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- Article
Solutions for Soil-Pile-Soil Forces in Pile Stabilized Slopes.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 4, p. 1859, doi. 10.1007/s10706-017-0214-z
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- Article
The Effect of Diesel Fuel Pollution on the Efficiency of Soil Stabilization Method.
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- Geotechnical & Geological Engineering, 2017, v. 35, n. 1, p. 475, doi. 10.1007/s10706-016-0121-8
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- Article
Laboratory Estimation of Rock Joint Stiffness and Frictional Parameters.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 6, p. 1723, doi. 10.1007/s10706-016-9984-y
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- Article
Large Deformation Finite Element Analysis of Vane Shear Tests.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 5, p. 1669, doi. 10.1007/s10706-016-0048-0
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Variability and Correlation of Strength Parameters Inferred from Direct Shear Tests.
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- Geotechnical & Geological Engineering, 2016, v. 34, n. 2, p. 585, doi. 10.1007/s10706-015-9968-3
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- Article
Strength Envelopes from Single and Multi Geosynthetic Interface Tests.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 5, p. 1351, doi. 10.1007/s10706-015-9906-4
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- Article
A New Approach for Interpretation Strength Sensitivity to Po in Pressuremeter Testing.
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- Geotechnical & Geological Engineering, 2015, v. 33, n. 4, p. 813, doi. 10.1007/s10706-015-9862-z
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- Article
Influence of Coal Extraction Operation on Shaft Lining Stability in Eastern Chinese Coal Mines.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 821, doi. 10.1007/s10706-014-9760-9
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- Article
A Study of the Impacts of Freeze-Thaw on Cliff Recession at the Calvert Cliffs in Calvert County, Maryland.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 1133, doi. 10.1007/s10706-014-9792-1
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- Article
Experimental Investigation of Mechanical Properties of Sands Reinforced with Discrete Randomly Distributed Fiber.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 901, doi. 10.1007/s10706-014-9766-3
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- Article
New Methodology to Characterize Shear Behavior of Joints by Combination of Direct Shear Box Testing and Numerical Simulations.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 829, doi. 10.1007/s10706-014-9761-8
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- Article
Effects of Soil Aging on Mechanical and Hydraulic Properties of a Silty Soil.
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- Geotechnical & Geological Engineering, 2014, v. 32, n. 4, p. 1101, doi. 10.1007/s10706-014-9784-1
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- Article
Influence of Randomly Distributed Coir Fibers on Shear Strength of Clay.
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- Geotechnical & Geological Engineering, 2013, v. 31, n. 2, p. 425, doi. 10.1007/s10706-012-9595-1
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- Article
Effect of Random Inclusion of Wheat Straw Fibers on Shear Strength Characteristics of Shanghai Cohesive Soil.
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- Geotechnical & Geological Engineering, 2013, v. 31, n. 2, p. 511, doi. 10.1007/s10706-012-9604-4
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- Article
Use of Reverse Extrusion Method to Determine Undrained Shear Strength.
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- Geotechnical & Geological Engineering, 2013, v. 31, n. 2, p. 719, doi. 10.1007/s10706-013-9621-y
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- Article
Direct Shear Tests on Waste Tires-Sand Mixtures.
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- Geotechnical & Geological Engineering, 2011, v. 29, n. 4, p. 411, doi. 10.1007/s10706-010-9386-5
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- Article
Use of an In Situ Erosion Flume for Measuring Stability of Sediment Deposits in Hamilton Harbour, Canada.
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- Water, Air & Soil Pollution: Focus, 2006, v. 6, n. 5/6, p. 557, doi. 10.1007/s11267-006-9039-0
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- Article
Deformation and failure of originally isotropic media under the mises strength condition.
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- Journal of Mining Science, 2006, v. 42, n. 4, p. 322, doi. 10.1007/s10913-006-0061-4
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- Article
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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- Article
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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- Article
The Effect of Nanomaterials Injection on the Mechanical Characteristics of Coarse-Grained Soils.
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- CET Journal - Chemical Engineering Transactions, 2021, v. 84, p. 43, doi. 10.3303/CET2184008
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- Article
惠州港区软土室内与原位十字板剪切试验强度 对比分析.
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- China Harbour Engineering, 2023, v. 43, n. 2, p. 44, doi. 10.7640/zggwjs202302010
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- Article
COEFICIENTES DE PRESIÓN INTERSTICIAL EN EL APARATO DE CORTE SIMPLE.
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- Lámpsakos, 2013, v. 9, n. 1, p. 42, doi. 10.21501/21454086.932
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- Article
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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- Article