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《Rock and Soil Mechanics》 2003-04
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Experimental study on deformation properties and duncan model parameters of soft clayey rocks

ZHANG Fang-zhi1 , CHEN Xiao-ping2 , WU Huang-feng1 , HUANG Guo-yi1 ( 1. Guangdong Technical College of Water Resources and Electric Engineering, Guangzhou 510635,China; 2. Jinan University, Guangzhou 510632,China )  
Based on a series of triaxial tests about soft clayey rocks in Guangdong, the deformation properties and the regularity of Duncan model parameters are studied. The model parameters about these rocks are provided for numerical evaluation of geotechnical engineering.
【Fund】: 广东省东—深供水改造工程指挥部资助项目:(No. DSJZ-KJ-019)
【CateGory Index】: TU452
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