Experimental Study on the Dynamic Response of PHC Pipe-Piles in Liquefiable Soil-Reference-Cited by-同舟云学术

Experimental Study on the Dynamic Response of PHC Pipe-Piles in Liquefiable Soil

Published:2016-07-21 Issue: Volume: Page:
ISSN:
Container-title:Geo-China 2016
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Author:

Huang Fuyun¹²³,Qian Haimin¹²³,Zhuang Yizhou¹²³

Affiliation:

1. Associate Professor, College of Civil Engineering, Fuzhou Univ., No.2 Xueyuan Rd., Fuzhou, Fujian Province 350108, Peoples R China.

2. Graduate Student, College of Civil Engineering, Fuzhou Univ., No.2 Xueyuan Rd., Fuzhou, Fujian Province 350108, Peoples R China.

3. Professor, College of Civil Engineering, Fuzhou Univ., No.2 Xueyuan Rd., Fuzhou, Fujian Province 350108, Peoples R China.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480021.007

Reference11 articles.

1. Chung SG. and Kim SR. (2007). "Appraisal of true resistance of phc pipe-piles driven in thick soft deposit." 2007 International Forum on Strategic Technology : 109-112.

2. DBJ13-07-2006 Code for Design of Building foundation (2006).

3. Gao A. (2012). "Experimented research on seismic performance of PHC pipe pile and analysis of bearing capacity". Tianjin University Dissertation.

4. Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils

5. Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations

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