The soil-water characteristic curves in three dry densities are obtained with filter paper method; the parameters of Van Genuchten model are received by fitting test data; and the influence of dry density on soil-water characteristic curve and parameters of Van Genuchten model is analyzed. The effects of compactness and water content on resilient modulus are analyzed with laboratory test of resilient modulus; and the relationship between them is established. At last
based on hydromechanical coupling mechanism and combined with the test results
the dynamic response model of subgrade moisture and deformation under the variation of groundwater level is built; the distribution of water content and resilient modulus and the deformation of subgrade are calculated when the groundwater level rising from -6 m to -3 m. The results show that: dry density has great influence on parameters of Van Genuchten model of soil-water characteristic curve
the saturated water content linearly decreases
the residual water content and parameter n linearly increase with the increase of dry density; and the parameter has a linear correlation with the reciprocal of air entry value; the resilient modulus decreases with the increase of water content and increases with the increase of compactness. The water content increases and resilient modulus decreases significantly caused by the rise of groundwater level; then it results in unnegligible deformation of subgrade. Under different filling compactness
the difference of deformation of subgrade caused by variation of groundwater level is obvious. Therefore
controlling compactness is an effective method to improve the performance of subgrade.
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Related Author
ZHANG Hong
WANG Zhi-yuan
LIU Run-xing
JIAN Wen-xing
XU Qiang
WU Han
TONG Long-yun
HE Na
Related Institution
Collge of Transportation, Inner Mongolia University
Three Gorges Research Center for Geo-hazards of Ministry of Education, China University of Geosciences
State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection, Chengdu University of Technology
Sichuan Institute of Geological Engineering Investigation
Key Laboratory of Mountain Hazards and Surface Process, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences and Ministry of Water Resources