Research on shallow tunneling construction method of large section tunnel under the water-rich sandy gravel stratum

Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) : 98 -102.

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Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (12) :98 -102.
Research on shallow tunneling construction method of large section tunnel under the water-rich sandy gravel stratum
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Abstract

The CRD(cross diaphragm) and hole pile method were adopted in the large section tunnel,aiming at poor geological stability, complex engineering environment and the higher control requirements of subsidence in water-rich sandy gravel stratum of Beijing,which controlled the deformation of engineering structure,surrounding buildings along and underground pipeline effectively and ensured the safety of surrounding environment.

Keywords

sandy gravel stratum / large section / CRD method / hole pile / tunnel construction

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Tang Guorong,Liu Zhaowei,Li Jianhua. Research on shallow tunneling construction method of large section tunnel under the water-rich sandy gravel stratum. Strategic Study of CAE, 2010, 12(12): 98-102 DOI:

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