A new method for the construction of small diameter tunnels using slurry pipe-jacking - Effect of mud screen and slurry pressure on soil stability

Hideki Shimada; Takashi Sasaoka; Masafumi Inoue; Shiro Kubota; Kikuo Matsui

A new method for the construction of small diameter tunnels using slurry pipe-jacking - Effect of mud screen and slurry pressure on soil stability

Hideki Shimada, Takashi Sasaoka, Masafumi Inoue, Shiro Kubota, Kikuo Matsui

Earth Resources Engineering

Research output: Contribution to conference › Paper › peer-review

Abstract

Recently, small-diameter shallow tunnels have often been built using pipe-jacking. This is the sewage tunnel drivage method. This system involves the pushing or thrusting of a drivage machine through concrete pipes ahead of jacks. This method utilizes mud slurry which is formed around the pipes in order to stabilize the surrounding soil. However, the behavior of the soil and the mud slurry around the pipes is not clearly understood. From this point of view, this paper discusses the performance of mud slurry around drivage pipes by means of two-dimensional Eulerian-Lagragian seepage analysis and field data.

Original language	English
Publication status	Published - 2018
Event	ISRM International Symposium 2000, IS 2000 - Melbourne, Australia Duration: Nov 19 2000 → Nov 24 2000

Other

Other	ISRM International Symposium 2000, IS 2000
Country/Territory	Australia
City	Melbourne
Period	11/19/00 → 11/24/00

All Science Journal Classification (ASJC) codes

Geochemistry and Petrology
Geophysics

Cite this

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title = "A new method for the construction of small diameter tunnels using slurry pipe-jacking - Effect of mud screen and slurry pressure on soil stability",

abstract = "Recently, small-diameter shallow tunnels have often been built using pipe-jacking. This is the sewage tunnel drivage method. This system involves the pushing or thrusting of a drivage machine through concrete pipes ahead of jacks. This method utilizes mud slurry which is formed around the pipes in order to stabilize the surrounding soil. However, the behavior of the soil and the mud slurry around the pipes is not clearly understood. From this point of view, this paper discusses the performance of mud slurry around drivage pipes by means of two-dimensional Eulerian-Lagragian seepage analysis and field data.",

author = "Hideki Shimada and Takashi Sasaoka and Masafumi Inoue and Shiro Kubota and Kikuo Matsui",

note = "Publisher Copyright: {\textcopyright} 2018 ISRM International Symposium 2000, IS 2000. All rights reserved.; ISRM International Symposium 2000, IS 2000 ; Conference date: 19-11-2000 Through 24-11-2000",

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language = "English",

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TY - CONF

T1 - A new method for the construction of small diameter tunnels using slurry pipe-jacking - Effect of mud screen and slurry pressure on soil stability

AU - Shimada, Hideki

AU - Sasaoka, Takashi

AU - Inoue, Masafumi

AU - Kubota, Shiro

AU - Matsui, Kikuo

PY - 2018

Y1 - 2018

N2 - Recently, small-diameter shallow tunnels have often been built using pipe-jacking. This is the sewage tunnel drivage method. This system involves the pushing or thrusting of a drivage machine through concrete pipes ahead of jacks. This method utilizes mud slurry which is formed around the pipes in order to stabilize the surrounding soil. However, the behavior of the soil and the mud slurry around the pipes is not clearly understood. From this point of view, this paper discusses the performance of mud slurry around drivage pipes by means of two-dimensional Eulerian-Lagragian seepage analysis and field data.

AB - Recently, small-diameter shallow tunnels have often been built using pipe-jacking. This is the sewage tunnel drivage method. This system involves the pushing or thrusting of a drivage machine through concrete pipes ahead of jacks. This method utilizes mud slurry which is formed around the pipes in order to stabilize the surrounding soil. However, the behavior of the soil and the mud slurry around the pipes is not clearly understood. From this point of view, this paper discusses the performance of mud slurry around drivage pipes by means of two-dimensional Eulerian-Lagragian seepage analysis and field data.

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M3 - Paper

AN - SCOPUS:85053918437

T2 - ISRM International Symposium 2000, IS 2000

Y2 - 19 November 2000 through 24 November 2000

ER -

A new method for the construction of small diameter tunnels using slurry pipe-jacking - Effect of mud screen and slurry pressure on soil stability

Abstract

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All Science Journal Classification (ASJC) codes

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