摘要
基于实验数据及广泛应用于非饱和粘土的 Alonso-Gens本构模型和水力参数曲线 ,针对用以制造工程土障的 Fo Ca粘土进行了水力 -力学参数识别 .并把上述水力 -力学本构模型和曲线及所识别的参数应用于基于非饱和土的多孔多相介质理论的有限元数值模型上 .对一个模拟实际工程问题的 Benchmark考题作了考核 。
Based on the experimental results, the Alonso\|Gens model and the hydrological parameter curves are widely employed for describing the hydro\|mechanical constitutive behavior of unsaturated clays, and the hydro\|mechanical parameters are identified particularly for the FoCa clay used for constructing engineered clay barriers. Then the hydro\|mechanical model and the curves mentioned above and the identified parameters are applied to the finite element model based on the theory of porous media coupled with multiphase pore fluids. The satisfactory numerical results are obtained for a Benchmark test example simulating engineering problems.
出处
《大连理工大学学报》
CAS
CSCD
北大核心
2002年第3期279-285,共7页
Journal of Dalian University of Technology
基金
国家自然科学基金资助项目 (5 98780 0 9)
比利时政府大学发展与合作署国际合作资助项目
关键词
工程土障
粘土
水力-力学参数
工程校核
参数识别
unsaturated
parameters identification/engineered barrier
hydro\|mechanical parameters
Alonso\|Gens model