Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk-Reference-Cited by-同舟云学术

Full-Scale Field Testing of Colloidal Silica Grouting for Mitigation of Liquefaction Risk

Published:2007-02 Issue:2 Volume:133 Page:186-196
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gallagher Patricia M.¹²³,Conlee Carolyn T.¹²³,Rollins Kyle M.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil Architectural, and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104.

3. Professor, Dept. of 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%282007%29133%3A2%28186%29

Reference20 articles.

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

2. Gallagher P. M. (2000). “Passive site remediation for mitigation of liquefaction risk.” Ph.D. dissertation Virginia Polytechnic Institute and State Univ. Blacksburg Va.

3. Gallagher P. M. and Lin Y. (2005). “Column testing to determine colloidal silica transport mechanisms.” Innovations in Grouting and Soil Improvement GSP No. 136 Proc. Sessions of the Geo-Frontiers Congress Vol. 162 Austin Tex.

4. Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand

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