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核废料贮存库围岩体热响应耦合场研究 被引量:10
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作者 蒋中明 Dashnor HOXHA 《岩土工程学报》 EI CAS CSCD 北大核心 2006年第8期953-956,共4页
岩体在加热状态的物理力学响应是核废料贮存库安全运行评价的主要指标。结合现场试验成果(温度、孔隙压力和变形),应用多孔连续介质力学理论对热诱导引起的岩体温度场、渗流场和应力场进行了有限元数值对比研究。提出了有限元计算过程... 岩体在加热状态的物理力学响应是核废料贮存库安全运行评价的主要指标。结合现场试验成果(温度、孔隙压力和变形),应用多孔连续介质力学理论对热诱导引起的岩体温度场、渗流场和应力场进行了有限元数值对比研究。提出了有限元计算过程中通过调整孔隙率和渗透系数来实现热–水–力耦合分析非线性孔隙弹性的研究方法。现场测试和数值模拟表明:在整个加热过程中,饱和岩体温度和有效应力随时间不断增加,而孔隙压力在加热能量变化初期呈上升趋势,在后期呈下降趋势。 展开更多
关键词 多孔介质 非线性孔隙弹性 核废料贮存库 热-水-力耦合分析 岩体热响应
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基于渗透非线性的黏土岩热–水–力耦合效应研究 被引量:2
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作者 蒋中明 Dashnor HOXHA 《岩土工程学报》 EI CAS CSCD 北大核心 2009年第3期361-364,共4页
在多孔介质的热–水–力耦合分析中,孔隙率和孔隙水的黏滞性是影响渗透性的主要因素。通过研究孔隙率和孔隙水黏滞性的改变规律,在数值分析时,引入了孔隙率随应力改变和孔隙水黏滞性随温度改变的渗透非线性分析方法。同时研究了数值分... 在多孔介质的热–水–力耦合分析中,孔隙率和孔隙水的黏滞性是影响渗透性的主要因素。通过研究孔隙率和孔隙水黏滞性的改变规律,在数值分析时,引入了孔隙率随应力改变和孔隙水黏滞性随温度改变的渗透非线性分析方法。同时研究了数值分析中温度荷载作用下应力边界条件和位移边界条件对温度应力的影响。研究结果表明:温度荷载作用下,数值分析时采用应力约束边界比位移约束边界更合理;考虑渗透非线性情况下得到的孔隙压力计算值与实测值更接近。 展开更多
关键词 多孔介质 渗透非线性 应力边界 热荷载 热–水–力耦合分析
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Chemo-mechanical couplings in compacted argillite submitted to high-pH environment
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作者 O. Cuisinier F. Masrouri 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第4期314-320,共7页
In the French concept of deep nuclear wastes repository, the galleries should be backfilled with excavated argillite after the site exploitation period. After several thousands of years, the degradation of the concret... In the French concept of deep nuclear wastes repository, the galleries should be backfilled with excavated argillite after the site exploitation period. After several thousands of years, the degradation of the concrete lining of the galleries will generate alkaline fluid (pH 】 12) that will diffuse through the backfill. The objective of the paper is to describe the influence of such solute diffusion on the microstructure and the mechanical behavior of compacted argillite. Saturated-portlandite water was circulated through compacted samples for 3, 6 and 12 months at 20 °C or 60 °C, respectively. The microstructures before and after fluid circulation were determined with mercury intrusion porosimetry. Since it was planned to introduce additives (bentonite or lime) in the remoulded argillite to backfill the deep galleries, such mixtures were also studied. The results show that the influence of the alkaline fluid on the properties of the argillite is a function of the nature of the additive. The pure argillite undergoes slight modifications that can be related to a limited dissolution of its clayey particles. Conversely, intense alteration of the bentonite-argillite mixture was observed. Lime addition improves the mechanical characteristics of the argillite through the precipitation of cementitious compounds. 展开更多
关键词 chemo-mechanical couplings alkaline plume ARGILLITE MICROSTRUCTURE shear strength
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