ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Construction Technology for Antiseepage Wall of Foundation Pit of Dry Dock in Waterrich Sand Strata Adjacent to River: Case Study on Dry Dock of Honggu Tunnel in Nanchang
Received date: 2015-03-11
Revised date: 2015-05-16
Online published: 2015-11-09
The foundation pit for the dry dock of Honggu immersed tunnel in Nanchang is 16 m deep and is only 15 m away from Ganjiang river at the closest position. The foundation pit is located in sand strata with 120 m/d permeability and 3~13 m water level fluctuation. The construction of the antiseepage system of the foundation pit is on the critical path of the project and the quality of the antiseepage system has great impact on the excavation of the foundation pit and on the prefabrication, transportation and immersing of the tunnel tubes. In the paper, the construction technologies for the antiseepage walls, including the reinforcement of the slot wall, the mixing proportion of the plastic concrete, the slot cutting by “two rotary drilling machines and two hydraulic grabbing machines” mode, the slot detection by ultrasonic waves, the antiseepage wall inspection by highdensity electric method, the performance of the bentonite slurry and the concrete casting, are studied. These technologies have been applied in the construction of the abovementioned antiseepage walls and good effects have been achieved.
HAN Xiujuan , CHEN Wang , WANG Qiulin . Construction Technology for Antiseepage Wall of Foundation Pit of Dry Dock in Waterrich Sand Strata Adjacent to River: Case Study on Dry Dock of Honggu Tunnel in Nanchang[J]. Tunnel Construction, 2015 , 35(10) : 1082 -1088 . DOI: 10.3973/j.issn.1672-741X.2015.10.018
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