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Experimental Investigation of Thermal Cracking and Permeability Evolution of Granite with Varying Initial Damage under High Temperature and Triaxial Compression

机译:高温三轴压缩下初始损伤不同的花岗岩的热裂纹和渗透性演化的实验研究

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Thermal cracking and permeability evolution of granite under high temperature and triaxial compression are the key to designing high-level waste disposal sites. In this paper, uniaxial compression tests of granite specimens with different axial compression are designed, and then a solid-head-designed coupling triaxial testing system is applied to study thermal cracking and permeability evolution of granite specimen with different damage at different inlet gas pressures (1, 2, 4, and 6 MPa) and temperatures (ranging from 100 to 650°C). The test results show that granite, nearly impermeable rocks, can show a striking increase of permeability by heating beyond the critical temperature. When the initial axial pressure is 60% or 70% of the uniaxial compressive strength, the growth of granite permeability exhibits three stages during 100∼650°C heating process. Permeability increases by two orders of magnitude, but it does not reach the maximum value (i.e., a network of interconnected cracks is not fully formed in the specimen). With increasing initial damage, permeability shows a sharp increase. Permeability increases by three orders of magnitude, it is in equilibrium state, and a network of interconnected cracks is fully formed in the specimen. Permeability of granite has a critical temperature at which permeability increases sharply. When the temperature is lower than the critical temperature, the magnitude of permeability is 10−18 m2 with a slight increase. When temperature is higher than the critical temperature, the magnitude of permeability is 10−15 m2 with a sharp increase. The critical temperature is related to the initial damage of specimen, and the critical temperature is smaller with the initial damage going larger. Therefore, studying thermal cracking and permeability evolution of granite with different initial damage under high temperature and triaxial compression is expected to provide necessary and valuable insight into the design and construction of high-level waste disposal structures.
机译:花岗岩在高温和三轴压缩下的热裂解和渗透性演变是设计高级废物处置场的关键。本文设计了具有不同轴向压缩率的花岗岩试样的单轴压缩试验,然后采用固头设计的耦合三轴试验系统研究了在不同进气压力下具有不同损伤的花岗岩试样的热裂纹和渗透率演化( 1、2、4和6 MPa)和温度(范围从100到650°C)。测试结果表明,花岗岩(几乎是不可渗透的岩石)可以通过超过临界温度加热而显着提高渗透率。当初始轴向压力为单轴抗压强度的60%或70%时,花岗岩渗透性的生长在100〜650°C的加热过程中表现出三个阶段。渗透率增加了两个数量级,但未达到最大值(即,在试样中未完全形成相互连接的裂纹网络)。随着初始损伤的增加,渗透率会急剧增加。渗透率增加了三个数量级,处于平衡状态,并且在试样中完全形成了相互连接的裂纹网络。花岗岩的渗透率具有临界温度,在该温度下渗透率会急剧增加。当温度低于临界温度时,渗透率的大小为10-18 m2,并略有增加。当温度高于临界温度时,渗透率的大小为10-15 m2,急剧增加。临界温度与样品的初始损伤有关,临界温度越小,初始损伤越大。因此,研究在高​​温和三轴压缩下具有不同初始损伤的花岗岩的热裂和渗透性演化将为高级废物处理结构的设计和施工提供必要和有价值的见识。

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