Investigation of the torsional behaviour of circular piles in double-layered nonhomogeneous soil

被引：16

作者：

Zou, Xinjun ^{[1
]}

Zhao, Lingjie ^{[2
,3
]}

Zhou, Mi ^{[4
,5
]}

Tian, Yinghui ^{[6
,7
]}

机构：

[1] Hunan Univ, Coll Civil Engn, Key Lab Bldg Safety & Energy Efficiency, Minist Educ, Changsha 410082, Peoples R China

[2] Shanghai Municipal Engn Design Inst Grp Co Ltd, 901 Zhongshan Beier Rd, Shanghai 200092, Peoples R China

[3] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China

[4] South China Univ Technol, South China Inst Geotech Engn, State Key Lab Subtrop Bldg Sci, 381 Wushan Rd, Guangzhou 510640, Peoples R China

[5] Key Lab Environm Protect & Safety Conununicat Fdn, Guangzhou, Peoples R China

[6] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin, Peoples R China

[7] Univ Melbourne, Dept Infrastruct Engn, Melbourne Sch Engn, Melbourne, Vic 3010, Australia

来源：

APPLIED OCEAN RESEARCH | 2020年 / 98卷

基金：

中国国家自然科学基金;

关键词：

Pile foundation; Double-layered nonhomogeneous soil deposits; Torsional bearing capacity; Analytical method; Circular pile; Offshore engineering; SINGLE PILE; LOAD; SAND; CLAY;

D O I：

10.1016/j.apor.2020.102110

中图分类号：

P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

Response of piles subjected to torsional loading is significantly affected by soil profile and the interaction between soil and pile, which has not yet been fully understood. This paper describes a new analytical method for predicting the nonlinear response of torsional loaded piles in a double-layer soil profile, which considers the effect of elastoplastic behaviour of soil and the nonlinear variation of soil profile. The results from the new method have been compared with experimental and other published data, with good agreement obtained. Finally, an illustrative example has been carried out to explain how the new method can be applied to a practical situation.

引用

页数：11

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