Simplified Approach for Reliability-Based Design against Basal-Heave Failure in Braced Excavations Considering Spatial Effect-Reference-Cited by-同舟云学术

Simplified Approach for Reliability-Based Design against Basal-Heave Failure in Braced Excavations Considering Spatial Effect

Published:2012-04 Issue:4 Volume:138 Page:441-450
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Luo Zhe¹,Atamturktur Sez²,Cai Yuanqiang³,Juang C. Hsein⁴

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

2. Assistant Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

3. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Hangzhou 310027, China; and College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, China.

4. Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634; and National Central Univ., Jungli, Taoyuan 32001, Taiwan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000621

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