Effect of Excavation Disturbance on Clayey Soil Mechanical Properties and Pile Capacity-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Effect of Excavation Disturbance on Clayey Soil Mechanical Properties and Pile Capacity

Published:2022-07 Issue:7 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Taishan¹,Liu Songyu²,Cai Guojun²,Wu Kai³,Li Zan⁴

Affiliation:

1. Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, China (corresponding author).

2. Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, China.

3. Lecturer, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, China.

4. Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002427

Reference46 articles.

1. Field and laboratory study of stress relief due to unloading in block samples of sensitive clay

2. The electrical resistivity log as an aid in determining some reservoir characteristics;Archie G. E.;Trans. Am. Inst. Min. Metall. Eng.,1942

3. Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay

4. Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt

5. Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles

Cited by 3 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 pile-soil-excavation interaction and load transfer mechanism in multi-layered soil for an in-service pile group;Computers and Geotechnics;2024-07

2. Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model;Acta Geotechnica;2023-05-05

3. Analysis on Response of a Single Pile Subjected to Tension Load Considering Excavation Effects;Applied Sciences;2022-07-02

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3