Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand-Reference-Cited by-同舟云学术

Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Chengfeng¹,Zhang Haiyang²,Liu Run³,Liang Chao¹,Su Chunyang¹

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China.

2. National Engineering Laboratory for Digital Construction and Evaluation Technology of Urban Rail Transit, China Railway Design Corporation, Tianjin 300251, China.

3. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8100

Reference38 articles.

1. API (American Petroleum Institute). 2000. Recommended practice for planning, designing and constructing fixed offshore platforms. 21st ed. API RP 2A-WSD. Washington, DC: API.

2. API (American Petroleum Institute). 2014. Geotechnical and foundation design considerations. 1st ed. API RP 2GEO. Washington, DC: API.

3. Byrne, B. W., 2015. “Field testing of large diameter piles under lateral loading for offshore wind applications.” In Proc., 16th European Conf. of Soil Mechanics and Geotechnical Engineering, 1255–1260. Edinburgh: ECSMGE.

4. Experimental Investigation of the Reinstallation of Spudcan Footings Close to Existing Footprints

5. Spudcan-pile interaction in thick soft clay and soft clay overlying sand: A simplified numerical solution

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Response of an Installed Suction Caisson Induced by Rectangular Footing Penetration in Nonhomogeneous Clay;International Journal of Geomechanics;2024-09