Numerical Investigation of Soil–Rock Mixture Landslide Runout by Random Field and Finite Elements-Reference-Cited by-同舟云学术

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Numerical Investigation of Soil–Rock Mixture Landslide Runout by Random Field and Finite Elements

Published:2024-06 Issue:2 Volume:10 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

He Junjie¹,Su Libin¹,Cheng Po²,Ren Shunping²,Liu Yong³^ORCID

Affiliation:

1. Lecturer, College of Water Conservancy and Civil Engineering, Tibet Agriculture and Animal Husbandry Univ., Linzhi 860000, China; Research Center of Civil, Hydraulic and Power Engineering of Tibet, Linzhi 860000, China.

2. Ph.D. Candidate, State Key Laboratory of Water Resources Engineering and Management, Wuhan Univ., Wuhan, Hubei 430072, PR China.

3. Professor, State Key Laboratory of Water Resources Engineering and Management, Wuhan Univ., Wuhan, Hubei 430072, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1177

Reference36 articles.

1. Computational methods in Lagrangian and Eulerian hydrocodes

2. Large-Deformation Finite-Element Analysis of Square Foundations in Spatially Variable Sediments

3. Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers

4. 3D large-deformation modelling on face instability and sinkhole formation during tunnelling through non-uniform soils

5. A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil

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