Relationship between chain axial resistance and confining stress for South China Sea carbonate sand: an element test

Author:

Guo Zhen1ORCID,Zhou Zefeng2,Jostad Hans Petter2,Wang Lizhong1,Rui Shengjie2ORCID

Affiliation:

1. Key Laboratory of Offshore Geotechnics and Material of Zhejiang Province, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China

2. Norwegian Geotechnical Institute, Sandakerveien 140, Oslo 0484, Norway

Abstract

For mooring systems, the relationship between chain axial resistance and confining stress affects the tension transfer of embedded mooring chain, and an effective width parameter Et was adopted to reflect the complex geometry of the chain. However, the relationship in carbonate sand is fully understood. Designed as an element test, monotonic and cyclic loading tests were conducted to investigate the variation of chain axial resistance with confining stress under different conditions in South China Sea carbonate sand. Peak effective width parameter and secant coefficient were particularly analyzed to describe the gradual mobilization. The results show that the Et value in South China Sea carbonate sand has a mean increase of 15% compared with Pingtan quartz sand, which makes the chain harder to pull into the carbonate sand. The irregular particle shape may contribute to the higher axial resistance. In cyclic tests, the peak post-cyclic Et-m is larger than that of monotonic test under lower confining stress but is smaller under higher stress. This paper provides some references to chain profile prediction in the carbonate sand.

Funder

European Commission

Natural Science Foundation of Zhejiang Province

National Natural Science Foundation of China

Research Council of Norway

Publisher

Canadian Science Publishing

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