Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils-Reference-Cited by-同舟云学术

Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils

Published:2021-01 Issue:1 Volume:147 Page:04020152
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jahed Orang Milad¹,Motamed Ramin²^ORCID,Prabhakaran Athul³,Elgamal Ahmed⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, Reno, NV 89557-0258.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, Reno, NV 89557-0258 (corresponding author). ORCID: .

3. Graduate Research Assistant, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

4. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

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.1943-5606.0002427

Reference60 articles.

1. Pile Response to Lateral Spreads: Centrifuge Modeling

2. Adachi T. S. Iwai M. Yasui and Y. Sato. 1992. “Settlement and inclination of reinforced concrete buildings in Dagupan City due to liquefaction during 1990 Philippine earthquake.” In Vol. 2 of Proc. 10th World Conf. on Earthquake Engineering 147–152. Rotterdam Netherlands: A.A. Balkema.

3. Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites

4. The effect of underground columns on the mitigation of liquefaction in shaking table model experiments

5. Bastidas A. M. P. 2016. “Ottawa F-65 sand characterization.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California Davis.

Cited by 22 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shaking table tests for seismic response of jack-up platform with pile leg-mat foundation on sandy seabed;Ocean Engineering;2024-10

2. Seismic response of combined piled raft foundation using advanced liquefaction model;Soil Dynamics and Earthquake Engineering;2024-06

3. Experimental Evaluation of Optimizing Sheet Pile Installation Depth and Distance to Mitigate Liquefaction-Induced Foundation Settlements;DFI Journal The Journal of the Deep Foundations Institute;2024-05

4. Experimental Investigation of the Effect of Strip Footing on Shear Band Development and Lateral Pressure Distribution in Helical Soil-Nailed Walls;International Journal of Geomechanics;2024-04

5. Mitigation of Liquefaction-Induced Foundation Settlements Using Sheet Piling and Lowering Groundwater Level;Geo-Congress 2024;2024-02-22