Observed Seismic Lateral Resistance of Liquefying Sand-Reference-Cited by-同舟云学术

Observed Seismic Lateral Resistance of Liquefying Sand

Published:2000-10 Issue:10 Volume:126 Page:898-906
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wilson Daniel W.¹²³⁴⁵,Boulanger Ross W.¹²³⁴⁵,Kutter Bruce L.¹²³⁴⁵

Affiliation:

1. Associate Member, ASCE

2. Members, ASCE

3. Asst. Res. Engr., Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA 95616.

4. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA.

5. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Davis, CA.

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%282000%29126%3A10%28898%29

Reference23 articles.

1. Abdoun T. Dobry R. and O'Rourke T. D. ( 1997). “Centrifuge and numerical modeling of soil-pile interaction during earthquake induced soil liquefaction and lateral spreading.” Observation and modeling in numerical analysis and model tests in dynamic soil-structure interaction problems Geotech. Spec. Publ. No. 64 ASCE New York 76–90.

2. American Petroleum Institute (API). ( 1993). “Recommended practice for planning designing and constructing fixed offshore platforms.” API RP 2A-WSD 20th Ed. Washington D. C.

3. Dobry R. and Abdoun T. ( 1998). “Post-triggering response of liquefied sand in the free field and near foundations.” Geotechnical earthquake engineering and soil dynamics III Geotech. Spec. Publ. No. 75 P. Dakoulas M. Yegian and R. D. Holtz eds. Vol. 1 ASCE Reston Va. 270–300.

4. Girard J. and Taylor R. ( 1994). “Blade geometry and soil permeabilty effects on thin blade plow resistance in dense saturated cohesionless soils—Phase II report.” Rep. TM-2026-OCN Naval Facilities Engineering Service Center Port Hueneme Calif.

5. Horikoshi K. Tateishi A. and Fujiwara T. ( 1998). “Centrifuge modeling of a single pile subjected to liquefaction-induced lateral spreading.” Soils and Found. Spec. Issue No. 2 Tokyo 193–208.

Cited by 130 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. Machine learning-based predictors for maximum pile bending moment of the soil-pile-superstructure system in liquefiable soils;Ocean Engineering;2024-10

2. Seismic response of monopile foundation of offshore wind turbines in liquefiable soils;Structures;2024-06

3. A Review of Static and Dynamic p-y Curve Models for Pile Foundations;Buildings;2024-05-23

4. Comparison between Free- and Fixed-Head Pile Group Responses under Lateral Spreading in the Presence of Protection Piles Using Shake Table Tests;International Journal of Geomechanics;2024-05

5. Comparative assessment of seismic soil- shallow/pile foundation-structure responses in the saturated and dry soil deposits using 3D parallel finite element analysis;2024-02-05