Settlement-time curve calculation of soil-cement column and slab improved soft clay deposit

被引：0

作者：

Pongsivasathit, S. ^{[1
]}

Voottipruex, P. ^{[2
]}

Chai, J.C. ^{[3
]}

机构：

[1] Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology, Thanyaburi, Thailand

[2] Department of Teacher Training in Civil Engineering, King's Mongkut University of Technology, North Bangkok, Thailand

[3] Department of Civil Engineering and Architecture, Saga University, 1 Honjo, Saga,840-8502, Japan

来源：

Lowland Technology International | 2017年 / 19卷 / 02期

关键词：

Cement stabilized - Effects of thickness - Laboratory model test - Settlement calculation - Settlement-time curve - Soil-cement column - Surrounding soils - Undrained shear strength;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The consolidation behavior of soft clayey deposit improved by a floating soil-column with a cement stabilized slab on the ground surface has been investigated by laboratory model test using a symmetric unite cell model and finite element analysis (FEA). The effects of thickness and undrained shear strength of slab on the relative penetration of column into surrounding soil were quantified. Based on the results, the method proposed Pongsivasathit et al. for calculating the settlement of a floating column improved soft subsoil has been modified. The main modification is the equation for calculating the value of He, which is the thickness of a soil layer at the bottom of the column improved zone. And in settlement calculation, He layer has been treated as an unimproved layer. The effectiveness of proposed method has been verified by comparing with the measurement results of field case histories and laboratory model tests.

引用

页码：99 / 110