Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil-Reference-Cited by-同舟云学术

Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil

Published:2010-01 Issue:1 Volume:136 Page:151-164
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dashti Shideh¹²³⁴⁵,Bray Jonathan D.¹²³⁴⁵,Pestana Juan M.¹²³⁴⁵,Riemer Michael¹²³⁴⁵,Wilson Dan¹²³⁴⁵

Affiliation:

1. Ph.D. Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

4. Associate Adjunct Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94702.

5. Associate Project Scientist, Center for Geotechnical Modeling, Univ. of California, Davis, CA 95616.

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.1943-5606.0000179

Reference26 articles.

1. Adachi T. Iwai S. Yasui M. and Sato Y. (1992). “Settlement and inclination of reinforced concrete buildings in Dagupan City due to liquefaction during the 1990 Philippine earthquake.” Proc. 10th World Conf. on Earthquake Engineering International Association for Earthquake Engineering (IAEE) Madrid Spain 147–152.

2. Adalier K. (1992). “Post-liquefaction behavior of soil systems.” MS thesis Rensselaer Polytechnic Institute Troy N.Y.

3. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS: Verification of liquefaction analyses by centrifuge studies Laboratory Testing Program.” Soil Data Report Project No. 90–0562 The Earth Technology Corporation Irvine Calif.

4. Dobry R. and Liu L. (1992). “Centrifuge modeling of soil liquefaction.” Proc. 10th World Conf. on Earthquake Engineering International Association for Earthquake Engineering (IAEE) Madrid Spain 7801–6809.

Cited by 241 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. Effective stress analysis for repeated shake-consolidation process of multi-story buildings in liquefiable soils during sequential earthquakes;Computers and Geotechnics;2024-09

2. Post-liquefaction settlement analysis of shallow foundations: numerical modeling and effective parameters;International Journal of Geotechnical Engineering;2024-08-27

3. Quantifying near-fault motion effects on soil liquefaction through effective stress site response analysis;Soil Dynamics and Earthquake Engineering;2024-08

4. Experimental study of the dynamic tunnel response adjacent to a building;Soil Dynamics and Earthquake Engineering;2024-07

5. InSAR Analysis of Post-Liquefaction Consolidation Subsidence after 2012 Emilia Earthquake Sequence (Italy);Remote Sensing;2024-06-28