Ultimate Lateral Pressure of Circular Pile in Undrained Clay Considering the Strength Reduction Induced by Pile Installation-Reference-Cited by-同舟云学术

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Ultimate Lateral Pressure of Circular Pile in Undrained Clay Considering the Strength Reduction Induced by Pile Installation

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Hang¹,Wang Zengliang²,Liu Hanlong³

Affiliation:

1. Professor, Key Laboratory of New Technology for the Construction of Cities in Mountain Areas, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Ph.D. Student, Key Laboratory of New Technology for the Construction of Cities in Mountain Areas, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Professor, Key Laboratory of New Technology for the Construction of Cities in Mountain Areas, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002323

Reference37 articles.

1. Pressure-controlled cavity expansion in clay

2. Effects of subsurface cavity expansion in clays

3. Lateral Resistance of Piles in Cohesive Soils

4. Undrained cavity expansion in modified Cam clay I: Theoretical analysis

5. Combining upper bound and strain path methods for evaluating penetration resistance

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