Performance of Driven Displacement Pile–Improved Ground in Controlled Blasting Field Tests-Reference-Cited by-同舟云学术

Performance of Driven Displacement Pile–Improved Ground in Controlled Blasting Field Tests

Published:2017-09 Issue:9 Volume:143 Page:04017047
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gianella Tygh N.¹,Stuedlein Armin W.²

Affiliation:

1. Staff Engineer, GeoEngineers, Inc., 1200 NW Naito Pkwy. #180, Portland, OR 97209.

2. Associate Professor, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author).

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.1943-5606.0001731

Reference44 articles.

1. Liquefaction mitigation using stone columns around deep foundations: Full-scale test results;Ashford S. A.;Transp. Res. Rec.,2000

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

3. Baez J. I. (1995). “A design model for the reduction of soil liquefaction by vibro-stone columns.” Ph.D. thesis Univ. Southern California Los Angeles 222.

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