Predicting Excavation-Induced Settlement for Embedded Footing: Case Study-Reference-Cited by-同舟云学术

Predicting Excavation-Induced Settlement for Embedded Footing: Case Study

Published:2018-04 Issue:4 Volume:18 Page:05018001
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ni Pengpeng¹,Song Linhui²,Mei Guoxiong³,Zhao Yanlin⁴

Affiliation:

1. Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

2. Associate Professor, School of Physical and Mathematical Sciences, Nanjing Tech Univ., Nanjing 211800, China.

3. Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China (corresponding author).

4. Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001107

Reference49 articles.

1. Bjerrum L. (1972). “Embankments on soft ground.” Proc. Specialty Conf. Performance of Earth-Supported Structures Vol. 2 ASCE New York 1–54.

2. Ground movements due to deep excavations in Shanghai: Design charts

3. Building Response to Excavation‐Induced Settlement

4. Elastic Foundation Settlements on Sand Deposits

5. Settlement of foundations on sand and gravel;Burland J. B.;Proc. Inst. Civ. Eng.,1985

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