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上海粘土流变性质及地面沉降问题的初步研究(二)
引用本文:门福录.上海粘土流变性质及地面沉降问题的初步研究(二)[J].自然灾害学报,1999,8(4):123-132.
作者姓名:门福录
作者单位:中国地震局工程力学研究所!黑龙江哈尔滨150080
摘    要:根据试验结果提出了一个新的粘-弹-塑性模型,并与以前其他研究者和模型作了比较,了分析试验结果时应注意的一些重要问题,最后,对上海地面沉降问题作了粗略的分析。

关 键 词:粘土  流变模型  松弛  地面沉降  上海市

PRELIMINARY INVESTIGATIONS ON RHEOLOGICAL PROPERTIES OF CLAY AND GROUNDSETTLEMENT IN SHANGHAI CITY(II)
MEN Fu-lu.PRELIMINARY INVESTIGATIONS ON RHEOLOGICAL PROPERTIES OF CLAY AND GROUNDSETTLEMENT IN SHANGHAI CITY(II)[J].Journal of Natural Disasters,1999,8(4):123-132.
Authors:MEN Fu-lu
Abstract:Based on the test results as shown in the preceding paper1], a new visco-elasto-plastic model is presented and it is compared with the models presented by other investigators in the publications.Some important problems that should be noted in the explanation of test results are discussed. Finally,as a first approximation, a gross estimation of the ground settlement of different region in ShanghaiCity is made.
Keywords:clay  rheological model  relaxation  ground settlement  Shanghai City
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