Long-Term Lateral Cyclic Response of Suction Caisson Foundations in Sand-Reference-Cited by-同舟云学术

Long-Term Lateral Cyclic Response of Suction Caisson Foundations in Sand

Published:2013-01 Issue:1 Volume:139 Page:73-83
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhu B.¹,Byrne B. W.²,Houlsby G. T.³

Affiliation:

1. Associate Professor, Ministry of Education (M.O.E.) Key Laboratory of Soft Soils and Geoenvironmental Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. University Lecturer, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, U.K. (corresponding author).

3. Professor of Civil Engineering, Dept. of Engineering Science, Parks Rd., Oxford OX1 3PJ, U.K.

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.1943-5606.0000738

Reference18 articles.

1. Bolton M. D. (1986). “The strength and dilatancy of sands.” Geotechnique 36(1) 65–78.

2. Byrne B. W. (2000). “Investigations of suction caissons in dense sand.” D.Phil. thesis Univ. of Oxford Oxford U.K.

3. Feld T. (2001). “Suction buckets a new innovative foundation concept applied to offshore wind turbines.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

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