Study on the Influence of m Value to Internal Force and Deformation for Transverse Bent of High-piled Wharf

被引：1

作者：

Gui, Jinsong ^{[1
]}

Li, Zhenguo ^{[1
]}

Zhang, Bo ^{[1
]}

机构：

[1] DaLian Ocean Univ, Ocean & Civil Engn Dept, Dalian 116023, Liaoning, Peoples R China

来源：

PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷

关键词：

m Value; High-piled Wharf; Transverse Bent; Internal Force and Deformation;

D O I：

10.4028/www.scientific.net/AMM.166-169.3189

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

As m value is not an inherent property of soil and affected by many factors, limited to the current level of theorey and technology, m value of soil around each pile can not be accurately taken when using "m" method to simulate the pile-soil interaction in engineering. In this paper, finite element software is used for the systematic study on the influence of m value to internal force and deformation for transverse bent of high-piled wharf. By analysis, it is considered that the influence is little and can meet the project accuracy requirements when taking m value through experience.

引用

页码：3189 / 3192

页数：4

共 4 条

[1] Experimental study on the damage characteristic and assessment of transverse bent frame of high-piled wharf under impact load
Zheng, Yonglai
Zhang, Ruxue
DEVELOPMENTS IN THE BUILT ENVIRONMENT, 2023, 14
[2] A Study of the Inspection of In-Service Pile Foundation Bearing Capacity at High-Piled Wharf
Meng, Jing
Zheng, Feng-Yong
Li, Yue-Song
PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON MATERIAL ENGINEERING AND APPLICATION (ICMEA 2016), 2016, 103 : 165 - 170
[3] Overall structural degradation of a high-piled wharf under chloride invasion and the impact force of ship berthing
Li, Panpan
Li, Jingpei
Li, Lin
Zhou, Pan
Liu, Gengyun
OCEAN ENGINEERING, 2024, 312
[4] Comparative study on seismic design method of high-piled wharf of different depth in China and Japan
Song, Bo
Wang, Hailong
Liu, Shijing
ADVANCED CONSTRUCTION TECHNOLOGIES, 2014, 919-921 : 1043 - +

← 1 →