Behavior of cemented sands—II. Modelling
Behavior of cemented sands—II. Modelling
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DOI：
10.1002/(sici)1096-9853(199708)21:8
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发表时间：
1997-08
影响因子：
4
通讯作者：
A. A. Abdulla-A.;Panos D. Kiousis
中科院分区：
文献类型：
--
作者：
A. A. Abdulla-A.;Panos D. Kiousis
这是胶结砂三轴测试研究的配套论文。这里的重点转向胶结砂的本构建模。提出了一种考虑胶结砂多相性质的新型微观力学方法，其中对干净砂、胶结粘结剂和孔隙水压力进行独立建模。该模型通过对 2%、4% 和 6% 水泥样本进行的一系列三轴压缩实验进行验证，这些样本是配套论文的主题。
This is the companion paper to a study the triaxial testing of cemented sands. The focus here is turned to the constitutive modelling of cemented sands. A novel micromechanical approach that considers the multiphase nature of cemented sands, is presented in which the clean sand, the cementing bond and the pore water pressure are modelled independently. The model is verified using a series of triaxial compression experiments on 2, 4 and 6 per cent cemented specimens, that were the subject of the companion paper.