Interaction of Soil Arching under Trapdoor Condition: Insights from 2D Discrete-Element Analysis-Reference-Cited by-同舟云学术

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Interaction of Soil Arching under Trapdoor Condition: Insights from 2D Discrete-Element Analysis

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bao Ning¹^ORCID,Wei Jing²^ORCID,Chen Jian-feng³,Sun Rui⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China. ORCID: .

3. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

4. Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002346

Reference55 articles.

1. Particle-scale insight into soil arching under trapdoor condition

2. Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading

3. Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading

4. Discrete and Continuum Numerical Modeling of Soil Arching between Piles

5. Review of existing design methods for geosynthetic-reinforced pile-supported embankments

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1. Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test;Geotextiles and Geomembranes;2024-12

2. Numerical Study of the Influence of Multiple Parameters on Hang-ups: Insight From a Structural and Mechanical Characteristics Analysis;Rock Mechanics and Rock Engineering;2024-02-27

3. Arching development above active trapdoor: insight from multi-scale analysis using FEM–SPH;Acta Geotechnica;2024-02-26

4. Experimental Investigation on the Evolution of Soil Arching in Cohesive Soils Using a DIC Technique;International Journal of Geomechanics;2024-02

5. Numerical multi‐span segmented trapdoor test with viscoelastic boundary for soil arching within pile‐supported embankment under cyclic loading;International Journal for Numerical and Analytical Methods in Geomechanics;2023-09-27

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