Large-Scale Modeling and Theoretical Investigation of Lateral Collisions on Elevated Piles-Reference-Cited by-同舟云学术

Large-Scale Modeling and Theoretical Investigation of Lateral Collisions on Elevated Piles

Published:2012-04 Issue:4 Volume:138 Page:461-471
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhu Bin¹,Chen Ren-peng²,Guo Jie-feng³,Kong Ling-gang¹,Chen Yun-min⁴

Affiliation:

1. Associate Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, 310058, China.

2. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, 310058, China (corresponding author).

3. Graduate Student, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, 310058, China.

4. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, 310058, China.

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.1943-5606.0000623

Reference31 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2007). “Load and resistance factor design (LRFD) specifications.” AASHTO Washington DC.

2. ASTM. (2010). “Standard practice for classification of soils for engineering purposes (Unified soil classification system).” D2487-10 West Conshohocken PA.

3. Barton Y. O. (1982). “Laterally loaded piles in sand.” Ph.D. thesis Univ. of Cambridge Cambridge U.K.

Cited by 33 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. Cyclic loading experiments and numerical analysis of laterally loaded piles constructed in marine soil;Ocean Engineering;2024-11

2. An energy-based method for predicting the peak displacement of steel casing composite pile under lateral impact loading;Ocean Engineering;2023-08

3. Centrifuge tests for seismic response of single pile foundation supported wind turbines in sand influenced by earthquake history;Earthquake Engineering and Engineering Vibration;2023-07

4. Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand;International Journal of Geomechanics;2023-07

5. The p-y model of single pile foundation for OWTs under combined lateral environment loading and earthquake in saturated sand;Ocean Engineering;2023-01