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饱和粉砂地层中联络通道冻结法在水流-盐分 共同作用下的施工监测方法.

Authors :
龙道选
王凯
何红员
张海东
王长虹
Source :
Hazard Control in Tunnelling & Underground Engineering. Sep2022, Vol. 4 Issue 3, p107-114. 8p.
Publication Year :
2022

Abstract

Based on the engineering background of 4# connecting passage of Nantong Urban Rail Transit Line 1, the multi-field coupling variation law of freezing construction process was studied through monitoring data. A new multiphysical field data monitoring equipment was developed, and its basic characteristics and installation location were introduced. Finally, the monitoring data were analyzed and compared with the simulation results. The results showed that considering the dual influences of salinity and water flow in the saturated silty sand layer, the salinity slowed down the temperature of the soil in the early freezing stage, and the water flow caused the cooling capacity of the upstream Shennan Road Station to flow into the downstream Yongxing Avenue Station, which in turn delayed the actual freezing construction time by 10 days than expected. The above monitoring work ensures the safety of the construction of the connection aisle freezing method and provides reference data for other similar projects. [ABSTRACT FROM AUTHOR]

Details

Language :
Chinese
ISSN :
20965052
Volume :
4
Issue :
3
Database :
Academic Search Index
Journal :
Hazard Control in Tunnelling & Underground Engineering
Publication Type :
Academic Journal
Accession number :
159485559
Full Text :
https://doi.org/10.19952/j.cnki.2096-5052.2022.03.09