Experimental studies and numerical simulation of experiments were conducted on pressure-controlled cavity expansion in clay. The modified Cam-clay model was used to describe the clay behaviour. The experimental data are in good agreement with the simulation results, indicating that the adopted numerical simulation procedure is a plausible and reliable technique to study the fundamental behaviour of pressure-controlled cavity expansion. A new parameter, cavity aspect ratio (CAR), was defined to better describe the cavity shape. Different phenomena during the cavity expansion process are thus studied numerically, and the results are presented in this paper. © 2006 NRC Canada.published_or_final_versio
Compaction grouting is the injection of a viscous grout into a soil under high pressure, which then ...
This paper presents a semi-analytical solution for the drained cylindrical cavity expansion problem ...
Soil structure has significant influences on the mechanical behaviors of natural soils, although it ...
Abstract. This paper presents the results of analytical and numerical analyses of the effects of per...
Cavity expansion is a fundamental theoretical problem in geomechanics. For the cylindrical cavity ex...
The undrained expansion and subsequent contraction of both spherical and cylindrical cavities in a m...
This paper presents an analytical solution for drained expansion in both spherical and cylindrical c...
Finite element cavity expansion analysis investigating the effect of penetration rate on piezocone t...
International audienceThis paper presents a semi-analytical solution of undrained cylindrical cavity...
This paper presents a semi-analytical solution for undrained cylindrical cavity expansion in modifie...
A drained solution is derived for cylindrical cavity expansion in modified Cam-clay soils under biax...
This paper presents a semi analytical solution for drained expansion of a cylindrical cavity in K0-c...
The problem of cavity expansion in unsaturated soils is investigated. A unified constitutive model f...
In rock engineering, damage evolution upon loading imposes significant impacts on the stiffness of r...
© 2017 American Society of Civil Engineers. This paper presents an innovative semianalytical solutio...
Compaction grouting is the injection of a viscous grout into a soil under high pressure, which then ...
This paper presents a semi-analytical solution for the drained cylindrical cavity expansion problem ...
Soil structure has significant influences on the mechanical behaviors of natural soils, although it ...
Abstract. This paper presents the results of analytical and numerical analyses of the effects of per...
Cavity expansion is a fundamental theoretical problem in geomechanics. For the cylindrical cavity ex...
The undrained expansion and subsequent contraction of both spherical and cylindrical cavities in a m...
This paper presents an analytical solution for drained expansion in both spherical and cylindrical c...
Finite element cavity expansion analysis investigating the effect of penetration rate on piezocone t...
International audienceThis paper presents a semi-analytical solution of undrained cylindrical cavity...
This paper presents a semi-analytical solution for undrained cylindrical cavity expansion in modifie...
A drained solution is derived for cylindrical cavity expansion in modified Cam-clay soils under biax...
This paper presents a semi analytical solution for drained expansion of a cylindrical cavity in K0-c...
The problem of cavity expansion in unsaturated soils is investigated. A unified constitutive model f...
In rock engineering, damage evolution upon loading imposes significant impacts on the stiffness of r...
© 2017 American Society of Civil Engineers. This paper presents an innovative semianalytical solutio...
Compaction grouting is the injection of a viscous grout into a soil under high pressure, which then ...
This paper presents a semi-analytical solution for the drained cylindrical cavity expansion problem ...
Soil structure has significant influences on the mechanical behaviors of natural soils, although it ...