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岩石扩容起始特性与峰值特性的比较 被引量:21
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作者 侯文诗 李守定 +4 位作者 李晓 赫建明 潘龙 刘艳辉 王瑞青 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第8期1478-1485,共8页
边坡、隧洞、矿井等岩土工程的失稳过程都伴随着岩体的扩容现象,研究各种工程岩体的扩容特性对工程岩体稳定性评价有重要意义。采用TAW-2000电液伺服岩石三轴试验机,通过对8种岩样的单轴、三轴压缩试验结果分析,获得了低围压下的应力–... 边坡、隧洞、矿井等岩土工程的失稳过程都伴随着岩体的扩容现象,研究各种工程岩体的扩容特性对工程岩体稳定性评价有重要意义。采用TAW-2000电液伺服岩石三轴试验机,通过对8种岩样的单轴、三轴压缩试验结果分析,获得了低围压下的应力–体积应变曲线,寻求不同岩石的扩容起始点的的变化规律,揭示岩石扩容起始特性与峰值点特性的对应关系。研究结果表明:①岩石扩容起始点处的应力随着围压的增大而增大,并且相比峰值点应力变化,扩容起始点的应力随着围压的变化更强烈;②分别定义了岩石的扩容起始点与峰值点的应力比和应变比计算公式,应力比和轴向应变比呈现很强的线性相关性,并且与其岩性和围压无关。如果确定了峰值点的应力应变关系,便可以较方便地找到岩石的扩容起始点。通过岩石扩容起始点与峰值点变化规律的研究,找到了一条确定岩石扩容起始点的新思路,对岩石的长期强度预测提供了理论依据。 展开更多
关键词 岩石扩容 扩容起始点 应力应变比 长期抗压强度
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Phenomenological behavior of rock salt:On the influence of laboratory conditions on the dilatancy onset 被引量:1
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作者 A.Rouabhi P.Labaune +2 位作者 M.Tijani N.Gatelier G.Hevin 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第4期723-738,共16页
Recently,stress-based dilatancy criteria have become essential tools to design underground facilities in salt formations such as gas storage caverns.However,these criteria can depend critically on the volumetric strai... Recently,stress-based dilatancy criteria have become essential tools to design underground facilities in salt formations such as gas storage caverns.However,these criteria can depend critically on the volumetric strain measurements used to deduce the dilatancy onset.Results from conventional triaxial compression tests can show different volumetric behavior depending on the loading conditions,as well as on the measurement techniques.In order to obtain a quantitative understanding of this problem,an experimental program was carried out and the testing procedure was investigated numerically under homogeneous and heterogeneous stress states.The experimental results showed that the deviatoric stress corresponding to the dilatancy onset was significantly dependent on the measurement techniques.With a heterogeneous stress state,the simulation results revealed that the strain measurements at different scales (referred to as local,hybrid or global) can provide different volumetric results with moderate to significant deviations from the idealized behavior,and hence different onsets of dilatancy.They also proved that,under low confinement,tensile stresses can take place within the compressed specimen,leading to a great deviation of the dilatancy onset from the idealized behavior.From both experimental and numerical investigations,the difference in sensitivity to the measurement techniques between the deviatoric and the volumetric behaviors is explained by the relatively small values of the volumetric strain.The non-ideal laboratory conditions have more impact on this strain than on the deviatoric one.These findings can have implications for the interpretation of the dilatancy behavior of rock salt,and hence on the geomechanical design aspects in salt formations. 展开更多
关键词 Rock salt TRIAXIAL tests dilatancy onset End RESTRAINT VISCOPLASTICITY
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