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黏土在渗水压固结中的超静孔压消散试验研究
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作者 李志明 唐逸凡 +2 位作者 曹小为 齐大洪 李明 《科技和产业》 2023年第5期166-171,共6页
渗透力作用普遍存在于水库土石坝、黏土铺盖、土质边坡等岩土工程中,其诱发的固结分析是研究热点,但固结过程中的超静孔压测试试验较少。现采用研制的装置,对经固结压力固结的黏土试样进行逐级施加水压的固结渗透试验。试验结果表明,施... 渗透力作用普遍存在于水库土石坝、黏土铺盖、土质边坡等岩土工程中,其诱发的固结分析是研究热点,但固结过程中的超静孔压测试试验较少。现采用研制的装置,对经固结压力固结的黏土试样进行逐级施加水压的固结渗透试验。试验结果表明,施加的水压会引起土体中的孔隙水压力增长,增加的孔压在固结过程中有部分转化为渗透力,使试样产生压缩变形并引起孔隙比和渗透系数减小,进而导致固结系数的变化,且不同位置处变化的幅度不同,试验现象上表现为固结过程中未消散的超静孔压测试值沿高度呈非对称、非线性分布,最大值在试样偏下位置。变系数法理论计算值验证了试样中各点固结系数互不相同的现象。 展开更多
关键词 渗水压固结 黏土 超静孔 渗透系数 固结系数
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Seepage characteristics of collapse column fillings 被引量:2
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作者 Zhang Boyang Bai Haibo Zhang Kai 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第2期333-338,共6页
With concealment and hysteresis,water-inrush from Karst collapse column has become an important security hazard of lower group coal mining in North China.Based on the MTS8 15.02 seepage test system,we analyzed the imp... With concealment and hysteresis,water-inrush from Karst collapse column has become an important security hazard of lower group coal mining in North China.Based on the MTS8 15.02 seepage test system,we analyzed the impact of consolidation pressure,initial moisture content and confining pressure on the permeability of fillings in order to study the seepage characteristics of collapse column fillings.The results show that:(l)The permeability of collapse column fillings is of the order of 10^(-16)-10^(-15) magnitude and decreases with an increase in consolidation pressure and decrease in initial moisture content.(2) The essence of filling seepage law change is the change in porosity,and a power function relationship exists between the permeability ratio and porosity ratio.(3) With increasing confining pressure,the permeability of fillings decreases.However,under low confining pressure(1.2-4 MPa),the change of confining pressure has no obvious influence on the permeability. 展开更多
关键词 Collapse column Filings Porosity Consolidation Permeability Moisture content
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