Resistance of Caisson Tip with Internal Bevels for Suction Caissons Penetrating into Clay-Reference-Cited by-同舟云学术

Resistance of Caisson Tip with Internal Bevels for Suction Caissons Penetrating into Clay

Published:2021-06 Issue:6 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Yuqi¹,Yang Qing²,Li Dayong³,Zhang Yukun⁴,Wang Teng⁵

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian 116024, China.

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian 116024, China.

3. Professor, College of Pipeline and Civil Engineering, China Univ. of Petroleum, No. 66 West Changjiang Rd., Huangdao District, 266580 Qingdao, China (corresponding author).

4. Associate Professor, College of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, No. 579 Qianwangang Rd., Huangdao District, Qingdao, Shandong Province 266590, China.

5. Professor, Dept. of Naval Architecture and Offshore Engineering, China Univ. of Petroleum, No. 66 West Changjiang Rd., Huangdao District, 266580 Qingdao, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002035

Reference46 articles.

1. The pole of the Mohr diagram;Allison I.;J. Struct. Geol.,1984

2. Andersen, K. H., L. Andresen, H. P. Jostad, and E. C. Clukey. 2004. “Effect of skirt-tip geometry on set-up outside suction anchors in soft clay.” In Proc., 23rd Int. Conf. on Offshore Mechanics and Arctic Engineering-2004 Vol. 1 Part B: Offshore Technology, 1035–1044. New York: ASME.

3. Andersen, K. H., and H. P. Jostad. 1999. “Foundation design of skirted foundations and anchors in clay.” In Proc., 31st Annual Offshore Technology Conf., 383–392. Richardson, TX: OTC.

4. Andersen, K. H., and H. P. Jostad. 2002. “Shear strength along outside wall of suction anchors in clay after installation.” In Vol. 1 of Proc., 12th Int. Offshore Polar Engineering Conf., 785–794. Mountain View, CA: IOPEC.

5. Andersen, K. H., and H. P. Jostad. 2004. “Shear strength along inside of suction anchor skirt wall in clay.” In Offshore Technology Conf., 16844. Houston: OTC.

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