ASSESSMENT OF SHEAR STRENGTH PARAMETERS OF SOIL FROM LOAD MICROPILE TESTS

被引：1

作者：

Vojtasik, Karel ^{[1
]}

机构：

[1] VSB Tech Univ Ostrava, Fac Civil Engn, Dept Geotech & Underground Engn, Ludvika Podeste 1875-17, Ostrava 70833, Czech Republic

来源：

48TH CONFERENCE FOUNDATION ENGINEERING 2020 | 2022年 / 32卷

关键词：

Displacement on load diagram; load test; micropile; Mohr-Coulomb; shear strength; soil;

D O I：

10.14311/APP.2022.32.0042

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Design and evaluation of the bearing capacity of micropiles are based on shear strength parameters of the soil within which a micropile is installed. These parameters are mostly received from laboratory tests or as an expert evaluation relying on soil description, classification and collected experience. This paper presents an approach that determines cohesion and angle of internal friction from diagrams of displacement on load, these being obtained by compression and traction load tests of real micropiles installed in the known soil. Furthermore, the diagrams are interpreted by the Mohr-Coulomb strength criterion and the desired values of shear strength are thus derived by using it.

引用

页码：42 / 48

页数：7