Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation-Reference-Cited by-同舟云学术

Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Prabhakaran Athul¹^ORCID,Kim Kyungtae²,Jahed Orang Milad³,Qiu Zhijian⁴,Ebeido Ahmed⁵^ORCID,Zayed Muhammad⁶,Boushehri Reza⁷,Motamed Ramin⁸^ORCID,Elgamal Ahmed⁹^ORCID,Frazao Cliff¹⁰^ORCID

Affiliation:

1. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California San Diego, San Diego, CA 92093. ORCID:

2. Transportation Engineer, Division of Engineering Services, California Dept. of Transportation, Sacramento, CA 94273.

3. Consultant Geotechnical Engineer, WSP USA Inc., 5401 Longley Ln., Reno, NV 89511.

4. Assistant Professor, School of Architecture and Civil Engineering, Xiamen Univ., Fujian 361000, China.

5. Lecturer, Dept. of Structural Engineering, Alexandria Univ., Alexandria 21526, Egypt. ORCID:

6. Chief Consultant, Ramboll Americas, 350 South Grand Ave., Los Angeles, CA 90071; Lecturer, Dept. of Structural Engineering, Ain Shams Univ., Cairo 11566, Egypt.

7. Graduate Student Researcher, Dept. of Civil & Environmental Engineering, Univ. of Nevada, Reno, Reno, NV 89557.

8. Associate Professor, Dept. of Civil & Environmental Engineering, Univ. of Nevada, Reno, Reno, NV 89557. ORCID:

9. Distinguished Professor, Dept. of Structural Engineering, Univ. of California San Diego, San Diego, CA 92093 (corresponding author). ORCID: .

10. President, EagleLift, Archibald Ave. Suite 313, Rancho Cucamonga, CA 91730. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10840

Reference54 articles.

1. Foundation Liquefaction Countermeasures for Earth Embankments

2. Ashford, S. A., and W. Jakrapiyanun. 2001. Design and verification of the UCSD laminar container (SSRP282 2001/07). La Jolla, CA: Univ. of California San Diego.

3. Blake D. H. 2022. “Performance of resin injection ground improvement in silty sand based on blast-induced liquefaction testing in Christchurch New Zealand.” M.S. thesis Dept. of Civil and Construction Engineering Brigham Young Univ.

4. Ground response at liquefied sites: seismic isolation or amplification?

5. Damage Patterns and foundation performance in Adapazari;Bray J. D.;Earthquake Spectra,2000