Full-Scale Physical Modeling Of The System "Granular Media - Steel Sheet Piling"

被引：0

作者：

Dubrovskyy, M. P. ^{[1
]}

Meshcheryakov, G. N. ^{[2
]}

Petrosyan, V. N. ^{[1
]}

Dubrovska, O. M. ^{[1
]}

机构：

[1] Odessa Natl Maritime Univ, 34 Mechnikov Str, UA-65029 Odessa, Ukraine

[2] Engn Ctr Transzvuk, UA-65014 Odessa, Ukraine

来源：

INTERNATIONAL CONGRESS ON ADVANCES IN APPLIED PHYSICS AND MATERIALS SCIENCE | 2011年 / 1400卷

关键词：

granular media; press-in method; sheet pile; interlock friction; full-scale modeling;

D O I：

10.1063/1.3663147

中图分类号：

O59 [应用物理学];

学科分类号：

摘要：

This paper considers the problem of determination of real parameters of the cross-sectional values of sheet piling walls made of U-profile piles (moment of inertia and section modulus) and their drivability regarding piles interaction with granular media (for example, sandy soil). Among main factors which influence on this one can mention soil friction in the interlocks and the transmission of longitudinal shear forces in the interlocks of the sheet piles. In reality granular media-interlock interaction depends mainly on installation method and properties of the granular media. Study of dependencies between applied forces and friction in the interlocks by full-scale physical modeling during press-in regarding pile-pile interaction and granular media properties was aiming to refine calculation model as well as to provide reliable numerical modeling and design of the considered system.

引用

页码：380 / 384

页数：5