摘要
土体的压密过程不仅是固给压缩过程,同时包含有与粘土粘性有关的蠕变压缩过程,利用JianhuaYin模型,用数值方法模拟了上海淤泥质粘土的一维固结-蠕变特性.
The compression process of soil mass concludes not only consolidating compression process, but also creeping compression process resulting from viscosity of clay. Making use of Jianhua Yin Model, this paper simulates the 1D consolidation-creep characterisics of Shanghai silt clay by numerical method.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
1999年第4期389-392,共4页
Journal of Tongji University:Natural Science