YASUHARA K.Postcylic Undrained Strength for Cohesive Soils[J].Journal of Geotechnical Engineering,1994,120(11):1961-1979.
[7]
BI Cheng-cheng,CHEN Ming-xing.Analysis on Silt Performance Change with/Without Silt as Well as Countermeasures for Stabilization of Crashed Stone Area[J].Railway Investigation and Surveying,2007,33(2):44-46.
[8]
WANG Dong-sheng.The Application and Analysis of Riprapping for Sludge Extrusion in Treatment for Soft Foundation[J].Ground Improvement,2003,14(1):31-39.
[9]
LI Yong-jiang.Centrifugal and Numerical Analysis on the Compatible Deformation of the Jointing Blocks of a Composite Dam[J].Hydro-science and Engineering,2007(4):66-70.
[10]
CHEN Xu,WEI Ru-bo.Technique of Rockfill Dumping for Extruding Silt[J].Port & Waterway Engineering,2009(8):155-159.
[11]
ZHENG Yue-feng,XU Fei-long,XIE Jing-bao,et al.Design of River and Creek Treatment Based on Control of Uncoordinated Deformation in Road Engineering[J].Journal of Tongji University:Natural Science,2005,33(4):466-470.
[12]
WANG Peng,ZHANG Jun-hui,HUANG Xiao-ming.Analysis of Influence Factors of Widening Pavement Cracking[J].Journal of Southeast University:Natural Science Edition,2007,37(4):671-675.
[13]
HAN Shang-yu,HONG Bao-ning,LI Hong.Improvement Measures Optimal Analysis of Soft Ground Consolidation Method Treatment[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2009,33(2):223-226.
[14]
YANG Kuan.Subsidence Control Measures of Low Embankment on Soft Ground in Traffic Loading[J].Communications Standardization,2008(2/3):138-141.