Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/29064
Title: Physical modeling of the consolidation of soft soil ground installed with vertical drains or deep cement mixing (DCM) soil columns
Authors: Yin, JH 
Fang, Z
Issue Date: 2006
Source: Physical modelling in geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics, 2006, v. 1-2, p. 609-614 How to cite?
Abstract: Both vertical drains with pre-loading and deep cement mixing method have been widely used to improve soft soil ground. This paper introduces two physical models for studying the consolidation behavior of soft soil ground installed with vertical drains or deep cement mixed soil columns. The setup of the physical models and instrumentation is briefly described. Typical test results are presented and discussed. Attentions are paid to the responses of excess pore water pressures and settlements in loading, unloading and reloading and failure modes. The test results are useful for better understanding the consolidation behavior and failure mechanisms of the soft soils improved using vertical drains and deep cement mixing technology.
Description: 6th International Conference on Physical Modelling in Geotechnics, ICPMG'06, Hong Kong, 4-6 August 2006
URI: http://hdl.handle.net/10397/29064
ISBN: 041541587X
9780415415873
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