Effect of different values of soils shear strength parameters on the size of spread foundation

被引：0

作者：

Orininova, Lucia ^{[1
]}

Giang Nguyen ^{[1
]}

机构：

[1] Univ Zilina, Fac Civil Engn, Dept Geotech, Univ 8215-1, Zilina 01026, Slovakia

来源：

XXIV R-S-P SEMINAR, THEORETICAL FOUNDATION OF CIVIL ENGINEERING (24RSP) (TFOCE 2015) | 2015年 / 111卷

关键词：

Spread foundation; Shear strength parameters; Internal angle of friction; Cohesion; Homogeneous and inhomogeneous subsoil;

D O I：

10.1016/j.proeng.2015.07.054

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Shear strength parameters have significant effect on size of spread foundation. When designing spread foundation, the parameters necessary to calculate the bearing capacity of foundation soil are angle of internal friction and cohesion. In this paper the effect of guiding standardized minimal, intermediate and maximal values of shear strength parameters introduced in the old Slovak Technical Standard STN 731001 as so as shear strength parameters vales obtained from geotechnical investigation report on the size of spread foundation is compared. The analysis of design of spread foundation, placed on homogeneous and inhomogeneous subsoil is also made. (C) 2015 Published by Elsevier Ltd.

引用

页码：612 / 618

页数：7