JTG D30—2004,Specifications for Design of Highway Subgrades[S].
[2]
LIU Ji-fu,CHEN Xin-hua.Application of Rate of Settlement to Evaluate Residual Settlement of Embankment on Soft Soil Ground[J].Chinese Journal of Geotechnical Engineering,2003,25(2):233-235.
[3]
LIU Ji-fu,MO Hai-hong.Understanding of Determin-ation of Unloading Time Using Settlement Velocity Method[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):3065-3072.
[4]
ZHONG Cai-gen,ZHANG Xu.On the Control of Settlement Velocity of Expressway Soft Subgrade[J].Journal of Suzhou Institute of Urban Construction and Environmental Protection,2001,14(4):48-53.
[5]
CHEN Dao-zhi,CHEN Dong-sheng.Overload Design and Unload Time Determination of Soil Foundation for Highways[J].Central South Highway Engineering,2004,29(1):66-69.
[6]
YANG Tao,LI Guo-wei.Settlement Rate Method for Determining Surcharge Removal Time for Embankment on Soft Ground[J].Chinese Journal of Geotechnical Engineering,2006,28(11):1942-1946.
SRIDHARAN A,MURTHY N S,PRAHASH K.Rectangular Hyperbola Method of Consolidation Analysis[J].Geotechnique,1987,37(3):355-368.
[16]
JTJ 017—96,Technical Specifications for Design and Construction of Highway Embankment on Soft Soil Ground[S].
[17]
YANG Tao,LI Guo-wei,YANG Wei-qing.Settlement Prediction of Stage Constructed Embankment on Soft Ground Based on the Hyperbolic Method[J].Rock and Soil Mechanics,2004,25(10):1551-1554.
[18]
RAVASKA O T,VEPSALAIENE P E.On the Stress Dependence of Consolidation Parameters[C]//ICSMGE.Proceeding of the Fifteenth International Conference on Soil Mechanics and Geotechnical En-gineering.Rotterdam:Balkema,2001:251-254.