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Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Dynamic Excavation Process（SCI：000486210900024；EI：20193507363863）

Journal:J. Geotech. Geoenviron. Eng.

Note:Wang, J.; He, C.; Xu, G.W.

Volume:2019

Issue:145

Page Number:10

Translation or Not:no

Pre One:Investigation of the ultimate bearing capacity of a staggered assembly segmental lining for an urban gas transmission tunnel（SCI：000475859200039；EI：20191806866956）

Next One:Study on the long-term performance of cement-sodium silicate grout and its impact on segment lining structure in synchronous backfill grouting of shield tunnels（SCI：000483456800001；EI：20192707152917）

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