Abstract

Controlled modulus columns (CMC) ground improvement technique is a novel approach to reduce ground settlement. To install CMC, a rotary displacement auger is used to form a vertical cylindrical cavity, by displacing the surrounding soils laterally, followed by grout injection. While the method reduces spoil generation, excessive lateral soil displacement may damage the adjacent structures and freshly-grouted CMCs. Although there has been growing interest in quantifying such effects, only a handful of studies have been attempted. This paper presents results of a numerical investigation on the CMC installation effect on an existing bridge pile using the three-dimensional finite difference software package FLAC3D. The bridge pile response to the lateral soil movement induced by the CMC installation are presented and discussed.

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Published In

Go to Geo-China 2016
Geo-China 2016
Pages: 125 - 133

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Published online: Jul 21, 2016

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Huu Hung Nguyen [email protected]
Ph.D. Student, Centre for Built Infrastructure Research, Univ. of Technology Sydney (UTS), NSW, Australia. E-mail: [email protected]
Hadi Khabbaz [email protected]
Associate Professor, Centre for Built Infrastructure Research, Univ. of Technology Sydney (UTS), NSW, Australia. E-mail: [email protected]
Behzad Fatahi [email protected]
Senior Lecturer, Centre for Built Infrastructure Research, Univ. of Technology Sydney (UTS), NSW, Australia. E-mail: [email protected]
Roger Santos [email protected]
Senior Project Engineer, Fulton Hogan Australia Pty Ltd., Australia. E-mail: [email protected]
Michael Marix-Evans [email protected]
Design Manager, Fulton Hogan Australia Pty Ltd., Australia. E-mail: [email protected]
Philippe Vincent [email protected]
General Manager, Menard Oceania Pty Ltd., Australia. E-mail: [email protected]

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