Blast-Induced Pore Pressure and Liquefaction of Saturated Sand-Reference-Cited by-同舟云学术

Blast-Induced Pore Pressure and Liquefaction of Saturated Sand

Published:2013-08 Issue:8 Volume:139 Page:1308-1319
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Charlie Wayne A.¹,Bretz Thomas E.²,Schure (White) Lynne A.³,Doehring Donald O.⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author).

2. Independent General Engineer, P.O. Box 5592, Albuquerque, NM 87185.

3. Geotechnical Engineer, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523.

4. Emeritus Professor, Dept. of Geosciences, Colorado State Univ., Fort Collins, CO 80523.

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.1943-5606.0000846

Reference54 articles.

1. Canadian liquefaction experiment (CANLEX): Blast induced ground motion and pore pressure measurements;Al-Qassimi M. E.;Geotech. Testing J.,2005

2. Soil–Pile Response to Blast-Induced Lateral Spreading. I: Field Test

3. Blast-Induced Liquefaction for Full-Scale Foundation Testing

4. A state parameter for sands

5. Blouin S. E. (1978). “Liquefaction evidence observed in various explosive events.” Proc. Int. Workshop on Blast-Induced Liquefaction Dames and Moore/U.S. Air Force European Office of Scientific Research London 95–110.

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