Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile–Soil–Pile Interaction-Reference-Cited by-同舟云学术

Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile–Soil–Pile Interaction

Published:2021-12 Issue:12 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wu Juntao¹,El Naggar M. Hesham²,Zhao Shuang³,Wen Minjie¹,Wang Kuihua⁴^ORCID

Affiliation:

1. Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

2. Professor, Geotechnical Research Centre, Univ. of Western Ontario, London, ON, Canada N6A 5B9.

3. Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China.

4. Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001791

Reference40 articles.

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3. Chernauskas, L. R., and S. G. Paikowsky. 2000. “Defect detection and examination of large drilled shafts using a new cross-hole sonic logging system.” In Performance Confirmation of Constructed Geotechnical Facilities, Geotechnical Special Publication 94, edited by A. J. Lutenegger, and D. J. DeGroot, 66–83. Reston, VA: ASCE.

4. Chow, H. S. W., and J. C. Small. 2005. “Behaviour of piled rafts with piles of different lengths and diameters under vertical loading.” In Advances in Deep Foundations, Geotechnical Special Publication 132, edited by C. Vipulanandan, and F. C. Townsend, 1–15. Reston, VA: ASCE.

5. Low strain integrity testing of piles: Three-dimensional effects;Chow Y. K.;J. Geotech. Geoenviron. Eng.,2003

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