Stress state analysis of the structure of piles, soil and base slab under wave loads

被引：0

作者：

Liu Zuo-qiu ^{[1
,2
]}

Zhou Cui-ying ^{[1
]}

Wen Shao-rong ^{[1
]}

Chen Heng ^{[1
]}

Zhang Yue-min ^{[2
]}

机构：

[1] Sun Yat Sen Univ, Dept Appl Mech & Engn, Guangzhou 510275, Guangdong, Peoples R China

[2] Sun Yat Sen Univ, Dept Earth Sci, Guangzhou 510275, Guangdong, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2005年 / 26卷 / 07期

关键词：

wave loads; structure of piles; soils and base slab; interactive model; pile foundation;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Generally, the action of wave forces to piles is calculated separately by dissociating piles from the structure of piles, soils and base slabs (PSBS) in harbor, bridge and ocean engineering. Based on the interactive model of PSBS that we put forward before[ 1], we conduct a calculation and an analysis of piles loads and bending moments of PSBS under wave loads by combing an engineering example. The result shows that the calculated results by the interaction model are very close to the results by the criterion method with no wave force. Thus, the applicability of the interaction model is test and verified. And then, we considering a whole system that composes of wave load and PSBS by adding the wave loads, analyze its mechanical effects of the PSBS under wave loads with the changes of external load, wave load and the coefficient of soils around a pile of a base slab.

引用

页码：1109 / 1112

页数：4