Response of Long–Short Supporting Piles due to Deep Excavation in Soil–Rock Combined Strata

Author:

Liu Xinrong1,Wang Jiwen1,Zhou Xiaohan2,Zhang Ming3,Wang Linfeng1,Xu Bin4,Lou Xihui3

Affiliation:

1. College of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. College of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

3. China Railway Bridge Survey and Design Institute Group Co. Ltd., Wuhan 430101, China.

4. School of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference40 articles.

1. A theoretical study on ground surface settlement induced by a braced deep excavation;Chen H. H.;Eur. J. Environ. Civ. Eng.,2020

2. Geological difficulties and countermeasures for socket diaphragm walls in weathered granite in Shenzhen, China

3. Analysis of the zoning excavation monitoring data of a narrow and deep foundation pit in a soft soil area

4. Investigation into performance of deep excavation in sand covered karst: A case report

5. Research on diaphragm wall mechanism and effect of deformation control in soft soil;Feng C. L.;Chin. J. Geotech. Eng.,2018

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