Please use this identifier to cite or link to this item: https://doi.org/10.1061/41165(397)60
Title: Statistical analysis for strength variation of deep mixing columns in Singapore
Authors: Chen, J.
Lee, F.H. 
Ng, C.C.
Keywords: Columns
Mixing
Singapore
Statistics
Issue Date: 2011
Source: Chen, J.,Lee, F.H.,Ng, C.C. (2011). Statistical analysis for strength variation of deep mixing columns in Singapore. Geotechnical Special Publication (211 GSP) : 576-584. ScholarBank@NUS Repository. https://doi.org/10.1061/41165(397)60
Abstract: Deep Mixing is widely used in Singapore and other countries all over the world. Due to the non-uniformity of the mixing, the strength of the deep-mixing improved soil is often highly variable and this has been a problem in practice. Two projects in Singapore using DM in ground treatment for Marina Bay Financial Centre (MBFC) and new Nicoll Highway MRT Station (NCHS) are introduced and statistical analysis is performed to study on the variation of the unconfined compressive strength of the deep mixing column samples from these projects. The results indicate that the sample COVs lie in the range suggested in previous literatures. With enough statistical sample size, samples from the same operating parameters show similar trend in their histograms. Moreover, the geological conditions and operating parameters considerably affect the mixing quality. The data show that the design unconfined compressive strength of the deep mixing columns is conservative. © ASCE 2011.
Source Title: Geotechnical Special Publication
URI: http://scholarbank.nus.edu.sg/handle/10635/75169
ISBN: 9780784411650
ISSN: 08950563
DOI: 10.1061/41165(397)60
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

SCOPUSTM   
Citations

12
checked on Mar 7, 2018

Page view(s)

101
checked on Mar 9, 2018

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.