Protection of cement-soil reinforced regions for adjacent running tunnels during pit excavation

doi:10.13722/j.cnki.jrme.2016.1048

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Abstract

In pit excavation，cement is introduced into ground by deep mixing method to form an improved soil raft below final formation level to diminish deflection of retaining wall and effect on surrounding structure. Owning to complicated site conditions and improper workmanship，there are always some regions left untreated in the embedded improved soil raft. In this work，Several schemes of cement-soil mixed piles arrangement are modeled in order to discuss the effect of different cement-soil reinforced regions on protection for adjacent running tunnels. Finite element results show that：when lateral regions above tunnels are not enhanced by cement-soil mixed piles，effect of enlarging vertical enhanced regions around tunnels on diminishing lateral displacement of tunnel is really small；enhancing the lateral regions next to retaining wall is more effective in reducing the deflection of tunnel and retaining wall；uplifting of tunnel under the middle pit mainly depends on lateral reinforced regions and lateral displacements of retaining wall；as cement-soil mixed piles near retaining wall in east pit are removed during east pit excavation，effect of cement-soil mixed piles in east pit on reducing the final wall deflection can be neglected；upward shaft resistances are exerted along left side of diaphragm wall during excavation，which helps to reduce the wall deflection；positive effect of single-head cement-soil mixed piles in east pit is to decreasing the uplifting of soil inside east pit. Double-head cement-soil mixed piles arranged in "T" shape decrease the effect of east pit excavation on tunnels under middle pit apparently.

Key words： mining engineering deep mixing method cement-soil mixed piles pit excavation deflection uplifting

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	WANG Li1
	2
	ZHENG Gang1

Cite this article:

WANG Li1,2,ZHENG Gang1. Protection of cement-soil reinforced regions for adjacent running tunnels during pit excavation[J]. , 2018, 37(S1): 3674-3686.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2016.1048 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/IS1/3674

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