Blast-Induced Liquefaction for Full-Scale Foundation Testing-Reference-Cited by-同舟云学术

Blast-Induced Liquefaction for Full-Scale Foundation Testing

Published:2004-08 Issue:8 Volume:130 Page:798-806
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashford Scott A.¹,Rollins Kyle M.²,Lane J. Dusty³

Affiliation:

1. Associate Professor, Dept. Structural Engineering, Univ. of California–San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

2. Professor, Civil and Environmental Engineering, Brigham Young Univ., 368 CB Provo, UT 84602.

3. Graduate Student Researcher, Civil and Environmental Engineering, Brigham Young Univ., 368 CB Provo, UT 84602.

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%282004%29130%3A8%28798%29

Reference15 articles.

1. Time‐Dependent Cone Penetration Resistance due to Blasting

2. Dobry R. Abdoun T. and O’Rourke T. D. (1996). “Evaluation of pile response due to liquefaction induced lateral spreading of the ground.” Proc. 4th Caltrans Seismic Design Workshop California Dept. of Transportation Sacramento Calif.

3. A Laboratory Study of Blast Densification of Saturated Sand

4. Finn W. D. L. (1978). “Mechanics of liquefaction under blast-loading.” Transcripts of the Int. Workshop on Blast-Induced Liquefaction U.S. Air Force Maidenhead U.K.

5. Gohl W. B. J. A. Howie and C. E. Rea. (2001). “Use of controlled detonation of expolsives for liquefaction testing.” Proc. 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Geotechnical Engineering and Soil Dynamics and Symp. in Honor of Professor W. D. Liam Finn San Diego March 26–31.

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