Study of transient pore pressures due to cyclic loads to optimise the foundation concept for Sakhalin platforms

被引：0

作者：

Hamre, Liv ^{[1
]}

Bye, Anders ^{[1
]}

Soereide, Ole Kristian ^{[1
]}

Athanasiu, Corneliu ^{[1
]}

机构：

[1] MULTICONSULT AS, N-0213 Oslo, Norway

来源：

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT | 2005年

关键词：

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Two GBS platforms are to be installed outside Sakhalin island, eastern coast of Russia. The soil conditions consist of layers of medium dense to dense sand with varying silt and clay content at one location and of a sand layer resting on overconsolidated clay at the second location. The paper presents the method of solution and the results of transient pore pressure analyses due to cyclic loading from wave action.

引用

页码：1711 / 1715

页数：5