Keying Behaviors of Strip Plate Anchors with Padeye Offset in Uniform Clay-Reference-Cited by-同舟云学术

Keying Behaviors of Strip Plate Anchors with Padeye Offset in Uniform Clay

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cai Haoyue¹,Niu Fujun²,Cheng Li³,Zhou Mi⁴,Han Yunrui⁵

Affiliation:

1. Master’s Candidate, State Key Laboratory of Subtropical Building Science; South China Institute of Geotechnical Engineering, South China Univ. of Technology, 381 Wushan Rd., Guangzhou 510640, China.

2. Professor, State Key Laboratory of Subtropical Building Science; South China Institute of Geotechnical Engineering, South China Univ. of Technology, 381 Wushan Rd., Guangzhou 510640, China.

3. Postdoctoral Researcher, School of Marine Science and Engineering,South China Univ. of Technology, 381 Wushan Rd., Guangzhou 510640, China (corresponding author).

4. Associate Professor, School of Marine Science and Engineering, South China Univ. of Technology, 381 Wushan Rd., Guangzhou 510640, China.

5. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9237

Reference38 articles.

1. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

2. Brown, R. P., P. C. Wong, and J. M. Audibert. 2011. “SEPLA keying prediction method based on full-scale offshore tests.” In Proc., 2nd Int. Symp. on the Frontiers in Offshore Geotechnics. Perth, WA, Australia: Taylor and Francis—Balkema.

3. A plasticity model to assess the keying of plate anchors

4. Chen, Z., K. K. Tho, C. F. Leung, and Y. K. Chow. 2015. “Large deformation numerical analysis of plate anchor keying process.” In Proc., Int. Symp. on Frontiers in Offshore Geotechnics III, 845–850. London: Taylor and Francis.

5. Numerical investigation of inclined plate anchors in clay with linearly increasing undrained shear strength