Slip-Line Solution to Earth Pressure of Narrow Backfill against Retaining Walls on Yielding Foundations-Reference-Cited by-同舟云学术

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Slip-Line Solution to Earth Pressure of Narrow Backfill against Retaining Walls on Yielding Foundations

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Hao-biao¹,Chen Fu-quan²^ORCID,Lin Yu-jian³^ORCID

Affiliation:

1. M.Sc. Student, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China.

2. Professor, College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China (corresponding author). ORCID: .

3. College of Civil Engineering, Fuzhou Univ., No. 2 Xueyuan Rd., Fuzhou 350116, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002356

Reference34 articles.

1. Active Earth Pressure Founded on Displacement Field

2. Estimation of Active Earth Pressure on Inclined Retaining Wall Based on Simplified Principal Stress Trajectory Method

3. Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom

4. Active Earth Pressure against Rigid Retaining Walls Subjected to Confined Cohesionless Soil

5. Seismic lateral earth pressure coefficients for c–φ soils by slip line method

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1. Bearing Capacity of Foundations over Rock Slopes–Slip Lines and FELA Solutions;International Journal of Geomechanics;2024-10

2. Active failure mechanisms and earth pressure of narrow backfill behind retaining structures;International Journal of Physical Modelling in Geotechnics;2024-09-01

3. Active Earth Pressure on the Rigid Support Structures of Excavations Parallel to Tunnel Construction;International Journal of Geomechanics;2024-08

4. Active and Passive Lateral Earth Pressure with Anisotropic Seepage Effect;International Journal of Geomechanics;2024-08

5. Slip-line solution to seismic active earth pressure of narrow c-φ soils on gravity walls rotating about the bottom;Soil Dynamics and Earthquake Engineering;2024-06

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