泥岩在水中随时间变化的膨胀模型

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
J. Liu, Q. Zhang, L. Wang, F. Chen, P. Wang, X. Yan, Liuhui Guo
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引用次数: 0

摘要

本研究以流变学理论为基础,建立了泥岩随时间变化的膨胀模型。泥岩在横向限制条件下的自由膨胀试验结果验证了该模型。我们解释了模型中所有参数的物理意义。泥岩浸水膨胀的极限应变由膨胀力和渐进膨胀弹性模量决定。膨胀模型可用于描述和预测泥岩在水下随时间变化的膨胀。引入随时间变化的膨胀模型是为了将爱因斯坦的三维静态稳定构成关系推广为非稳定的三维动态构成关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Time-Dependent Expansion Model for Mudstone Submerged in Water

In this study, a time-dependent expansion model of mudstone based on the rheological theory is developed. The model is validated with the results of the free expansion test of mudstone under lateral limits. We have explained the physical significance of all the parameters in the model. The ultimate strain of the mudstone flooding expansion is determined by the swelling force and progressive expansion elastic modulus. The expansion model can be used to describe and predict the time-dependent expansion of the mudstone submerged under water. The time-dependent expansion model is introduced to generalize the Einstein’s three-dimensional static stable constitutive relation to a nonstable dynamic three-dimensional constitutive relation.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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