Simplified Model for Wall Deflection and Ground-Surface Settlement Caused by Braced Excavation in Clays-Reference-Cited by-同舟云学术

Simplified Model for Wall Deflection and Ground-Surface Settlement Caused by Braced Excavation in Clays

Published:2007-06 Issue:6 Volume:133 Page:731-747
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kung Gordon T.¹²³⁴,Juang C. Hsein¹²³⁴,Hsiao Evan C.¹²³⁴,Hashash Youssef M.¹²³⁴

Affiliation:

1. Assistant Research Fellow, Sustainable Environment Research Center, National Cheng Kung Univ., Taiwan 701; formerly, Postdoctoral Fellow, Dept. of Civil Engineering, Clemson Univ., Clemson, SC.

2. Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author).

3. Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

4. Associate Professor, Dept. of Civil and Environmental Engineering, MC-250, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

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%291090-0241%282007%29133%3A6%28731%29

Reference31 articles.

1. Displacement Flexibility Number for Multipropped Retaining Wall Design

2. Ninth Laurits Bjerrum Memorial Lecture: "Small is beautiful"—the stiffness of soils at small strains

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