Estimation of Active Earth Pressure for Limited Width of Soil Using Nonlinear Failure Criterion-Reference-Cited by-同舟云学术

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Estimation of Active Earth Pressure for Limited Width of Soil Using Nonlinear Failure Criterion

Published:2022-05-26 Issue:9 Volume:40 Page:4837-4846
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Cong Lu,Yang Xuan-yu,Zhang Bi-chang,Xiong Wei

Funder

the Science and Technology project of Department of Transportation of Shanxi Province

the Science and Technology project of Shanxi Transportation Holdings Group. CO., LTD.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02187-6.pdf

Reference28 articles.

1. Agar JG, Morgenstern NR, Scut JD (1987) Shear strength and stress–strain behavior of Athabasca oil sand at elevated temperatures and pressure. Can Geotech J 24:1–11. https://doi.org/10.1016/0148-9062(87)92308-4

2. Anyaegbunam AJ (2015) Nonlinear power-type failure laws for geomaterials: synthesis from triaxial data, properties, and applications. Int J Geomech 15(1):04014036. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000348

3. Baker R, Frydman S (1983) Upper bound limit analysis of soil with non-linear failure criterion. Soils Found 23(4):34–42. https://doi.org/10.3208/sandf1972.23.4_34

4. Baker R (2004) Nonlinear Mohr envelopes based on triaxial data. J Geotech Geoenviron ASCE 130(5):498–506. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(498)

5. Cai YY, Chen QS, Zhou YT, Nimbalkar S (2017) Yu J (2017) Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode. Int J Geomech 17(4):04016093. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000786

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1. Active Earth Pressure Calculation for a Translational Retaining Wall Considering the Influence of Basement Inverse Slope;International Journal of Geomechanics;2024-08

2. Assessment of Analytical Solutions for Calculating Lateral Earth Pressures Behind Rigid Retaining Walls Under Translational Movement;Geotechnical and Geological Engineering;2024-01-05

3. New RSM-FEM–Based Active Lateral Earth Thrust Coefficient Determination Method for Inverted T-Type Cantilever Retaining Walls Supporting Narrow Granular Backfill;International Journal of Geomechanics;2023-11

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