Field Behavior of Driven Prestressed High-Strength Concrete Piles in Sandy Soils-Reference-Cited by-同舟云学术

Field Behavior of Driven Prestressed High-Strength Concrete Piles in Sandy Soils

Published:2015-06 Issue:6 Volume:141 Page:04015020
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yang Z. X.¹,Guo W. B.²,Zha F. S.³,Jardine R. J.⁴,Xu C. J.⁵,Cai Y. Q.¹

Affiliation:

1. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China.

2. Ph.D. Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China.

3. Professor, School of Recourses and Environmental Engineering, Hefei Univ. of Technology, Hefei, Anhui, 230009, China.

4. Professor, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K.

5. Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; and Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China (corresponding author).

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.1943-5606.0001303

Reference32 articles.

1. API (American Petroleum Institute). (2014). “ANSI/API recommended practice 2GEO.” 1st Ed. RP2GEO Washington DC.

2. Baldi G. Bellotti R. Ghionna V. Jamiolkowski M. and Pasqualini E. (1986). “Interpretation of CPT’s and CPTU’s. 2nd Part: Drained penetration in sands.” 4th Int. Geotechnical Seminar Field Instrumentation and In Situ Measurements Nanyang Technological Institute Singapore 143–156.

3. Barmpopoulos I. H. Ho T. Y. K. Jardine R. J. and Anh-Minh N. (2009). “The large displacement shear characteristics of granular media against concrete and steel interfaces.” Proc. Research Symp. on the Characterization and Behaviour of Interfaces (CBI) J. D. Frost ed. IOS Press Amsterdam Netherlands 17–24.

4. Measured and Predicted Axial Response of 98 Piles

5. Bustamante M. and Gianeselli L. (1982). “Pile bearing capacity prediction by means of static penetrometer CPT.” Proc. 2nd European Symp. on Penetration Test. Balkema Rotterdam Netherlands 493–500.

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