Cracking in Walls of a Building Adjacent to a Deep Excavation-Reference-Cited by-同舟云学术

Cracking in Walls of a Building Adjacent to a Deep Excavation

Published:2011-12 Issue:6 Volume:25 Page:491-503
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bryson L. Sebastian¹²,Kotheimer Michael J.¹²

Affiliation:

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

2. Associate II, Wiss, Janney, Elstner Associates, Inc., 2751 Prosperity Ave., Suite 450, Fairfax, VA 22031.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000185

Reference18 articles.

1. Ground-Movement-Related Building Damage

2. Comparative evaluation of building responses to an adjacent braced excavation

3. Building Response to Excavation‐Induced Settlement

4. Bryson L. S. (2002). “Performance of a stiff excavation support system in soft clay and the response of an adjacent building.” Ph.D. thesis Northwestern Univ. Evanston IL.

5. Burland J. B. and Wroth C. P. (1974). “Settlement of buildings and associated damage.” Proc. Conf. on Settlement of Structures Pentech London 611–654.

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