A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs

Full-face water-rich gravel stratum is a large challenge during tunnel excavation with earth pressure balance shields (EPBs) because of accidents such as water spewing from the screw conveyor and ground collapse. Slurry and polymer have been used as conditioning agents to avoid such problems and thu...

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Main Authors: Xin Lin, Xiong Zhou, Yuyou Yang
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/5/2109
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author Xin Lin
Xiong Zhou
Yuyou Yang
author_facet Xin Lin
Xiong Zhou
Yuyou Yang
author_sort Xin Lin
collection DOAJ
description Full-face water-rich gravel stratum is a large challenge during tunnel excavation with earth pressure balance shields (EPBs) because of accidents such as water spewing from the screw conveyor and ground collapse. Slurry and polymer have been used as conditioning agents to avoid such problems and thus ensure a successful tunneling. However, limited improvement of sandy gravel was achieved when traditional soil conditioner were applied. This study proposes a new conditioner (modified slurry) consisting of bentonite slurry, viscosity modifier, sodium silicate and polymer, which will enhance the properties of sand gravel stratum. Low reaction time, high apparent viscosity, good plastic behavior and low permeability were employed for investigating the optimum ratio of the ingredients. The proposed modified slurry has a good performance in conditioning sandy gravel soils and can be the reference for EPBs’ excavation in highly permeable, non-adhesive coarse-grained soil stratum.
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spelling doaj.art-d58a611222d745a4a7e3e264e7abf4162023-12-03T11:49:21ZengMDPI AGApplied Sciences2076-34172021-02-01115210910.3390/app11052109A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBsXin Lin0Xiong Zhou1Yuyou Yang2School of Engineering and Technology, China University of Geosciences (Beijing), Beijing 100083, ChinaSchool of Geophysics and Information Technology, China University of Geosciences (Beijing), Beijing 100083, ChinaSchool of Engineering and Technology, China University of Geosciences (Beijing), Beijing 100083, ChinaFull-face water-rich gravel stratum is a large challenge during tunnel excavation with earth pressure balance shields (EPBs) because of accidents such as water spewing from the screw conveyor and ground collapse. Slurry and polymer have been used as conditioning agents to avoid such problems and thus ensure a successful tunneling. However, limited improvement of sandy gravel was achieved when traditional soil conditioner were applied. This study proposes a new conditioner (modified slurry) consisting of bentonite slurry, viscosity modifier, sodium silicate and polymer, which will enhance the properties of sand gravel stratum. Low reaction time, high apparent viscosity, good plastic behavior and low permeability were employed for investigating the optimum ratio of the ingredients. The proposed modified slurry has a good performance in conditioning sandy gravel soils and can be the reference for EPBs’ excavation in highly permeable, non-adhesive coarse-grained soil stratum.https://www.mdpi.com/2076-3417/11/5/2109modified slurryEPBssandy gravelplasticitypermeability
spellingShingle Xin Lin
Xiong Zhou
Yuyou Yang
A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
Applied Sciences
modified slurry
EPBs
sandy gravel
plasticity
permeability
title A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
title_full A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
title_fullStr A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
title_full_unstemmed A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
title_short A New Soil Conditioner for Highly Permeable Sandy Gravel Stratum in EPBs
title_sort new soil conditioner for highly permeable sandy gravel stratum in epbs
topic modified slurry
EPBs
sandy gravel
plasticity
permeability
url https://www.mdpi.com/2076-3417/11/5/2109
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