As a common waterproof material used in tunnel construction
nonwoven fabrics are widely used as a cushion in the waterproof layer. But the water pressure and structure stress distribution mechanism after using it hasn’t been studied thoroughly. Through the research of Xiang’an subsea tunnel
the effect of nonwoven fabrics has been studied with different proof-drainage patterns; i.e. whole block
block combined with drainage and drainage modes. The primary research method adopted is simulated model test with proportional scale of 1:38.88. Its test apparatus can apply both soil pressure and water pressure at the same time. According to the model test
the conclusion is as follow: under whether whole block or limited drainage condition
nonwoven fabrics have a good function of water collection and absorption; the nonwoven fabrics can strengthen the water fluxility and complementarity around the lining to make the water pressure distribution on it more well and also improve the stress condition around the lining structure.
Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
Model test of deformation and failure mechanism of gravel soil bank slope under rainfall and reservoir water level
Related Author
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
TAN Hai-xing
CHEN Huai-lin
YANG Tao
Related Institution
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC