Method for Estimating System Stiffness for Excavation Support Walls-Reference-Cited by-同舟云学术

Method for Estimating System Stiffness for Excavation Support Walls

Published:2012-09 Issue:9 Volume:138 Page:1104-1115
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bryson L. Sebastian¹,Zapata-Medina David G.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, 161 Raymond Bldg., Univ. of Kentucky, Lexington, KY 40506-0281 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, 2145 Sheridan Rd., Northwestern Univ., Evanston, IL 60208.

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.1943-5606.0000683

Reference45 articles.

1. A numerical study on ground displacement and stress during and after the installation of deep circular diaphragm walls and soil excavation

2. Baker C. N. Jr. Bucher S. A. and Baker W. F. Jr. (1989). “Complex high-rise foundation design and construction.” Proc. Foundation Engineering: Current Principles and Practices ASCE New York 1445–1458.

3. Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

4. Finite-element analysis of secant pile wall installation

5. Bryson L. S. and Zapata-Medina D. G. (2007). “Physical modeling of support excavation.” Proc. Sessions of Geo-Denver ASCE Reston VA.

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