Prediction and Performance of Deep Excavations for Courthouse Station, Boston-Reference-Cited by-同舟云学术

Prediction and Performance of Deep Excavations for Courthouse Station, Boston

Published:2015-04 Issue:4 Volume:141 Page:04014123
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Whittle Andrew J.¹,Corral Gonzalo²,Jen Lucy C.³,Rawnsley Robert P.⁴

Affiliation:

1. Professor, Civil and Environmental Engineering Dept., Massachusetts Institute of Technology, Cambridge, MA 02139 (corresponding author).

2. Senior Geotechnical Engineer, ITASCA S.A., Dr. José Luis Aguilar 1178, Providencia, Santiago, Chile.

3. Lecturer, Civil and Environmental Engineering Dept., Massachusetts Institute of Technology, Cambridge, MA 02139.

4. Formerly Parsons Brinckerhoff, 75 Arlington St., Boston, MA 02116.

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.1943-5606.0001246

Reference21 articles.

1. AISC (American Institute of Steel Construction). (1989). Specification for structural steel building: Allowable stress design and plastic design Chicago.

2. Corral G. (2013). “Methodology for updating numerical predictions of excavation performance.” Sc.D. thesis Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology (MIT) Cambridge MA.

3. Bearing capacity of anisotropic cohesive soil;Davis E. H.;J. Soil Mech. Found. Div.,1971

4. Einstein H. H. Azzouz A. S. McKown A. F. and Thompson D. E. (1983). “Evaluation of design and performance—Porter square transit station chamber lining.” Proc. Rapid Excavation Tunneling Conf. Vol. 1 597–620.

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