Modeling pipe-soil interaction under surface loading using material point method-Reference-Cited by-同舟云学术

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Modeling pipe-soil interaction under surface loading using material point method

Published:2024-05 Issue: Volume:147 Page:105709
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Xie Tian-Cheng,Zhu Hong-Hu^ORCID,Tan Dao-Yuan,Kumar Shukla Sanjay

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference66 articles.

1. Polyethylene Pipe under High Fill, Transportation Research Record, 1231;Adams,1989

2. Formulation of a dynamic material point method (MPM) for geomechanical problems;Al-Kafaji,2013

3. Anura3D, 2019. Anura3D MPM software v. 2019. http://www.anura3d.com.

4. Large deformation and brittle failure calculated using the dual-domain material point method;Barclay;Comput. Part. Mech.,2023

5. The material-point method for granular materials;Bardenhagen;Comput. Methods Appl. Mech. Eng.,2000

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of accelerated consolidation effect of permeable pipe pile using coupled MPM-FEM method and continuous drainage boundary condition;Computers and Geotechnics;2024-12

2. Near-surface soil hydrothermal response feedbacks landslide activity and mechanism;Engineering Geology;2024-11

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