高温高压岩石三轴蠕变实验系统(固体传压介质)
AN EXPERIMENTAL SYSTEM FOR ROCK TRIAXIAL CREEP AT HIGH T AND HIGH P (WITH SOLID MEDIUM FOR CONFINING PRESSURE)
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摘要: 本文介绍了一种用于高温高压岩石三轴蠕变实验的装置,并对其技术性能、实验精度、操作程序和可靠性等方面作了讨论.本文认为,这套实验系统为研究地壳高温高压条件下的岩石力学性质、流变性和地球动力学过程,提供了有力手段,使我们在探索地壳岩石变形规律中,能够考虑更多的因素.Abstract: A new experimental system for rock triaxial creep at high temperature and high pressure is introduced and its operational procedure,reliability,accuracy and characteristics are analysed. It is suggested that this new system will be favourable for studying the essence of mechanical properties of rock,and creep procedure in geodynamics and help us to take some more factors into account in the study of deformation of the earths crust.
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[1] Carter, N. L., H. G. AVe'Lallement, 1970. High temperature folw of dunite and peridotite. Geol. Soc. Amer. Bull., 181,2182——2202.
[2] Kirhy,J. H., A. K. Kronenberg, 1978. Ductile strength of clinophyoxenite: evidence for a transition in flow mechanism.Trans. Amer. Geophys. Union, 59, (Abstr.), 376.
[3] Heard, H. C., 1980. 劳伦斯、里沃木实验室在高压下测量物理化学性质的能力.高温高压岩石力学试验(译文集),66——103.
[4] Tan Tjong Kie, 1964. Determinations of the Theological parameters and hardening cofficients of clays. IUTAM Symp. "Rheology and Soil Mechanics", 266——273.
[5] Tan Tiong Kie, Bang Wen——Fa, 1983. The development and current state of rock Mechanics in China. Proc. 5th Congr, lnt. Soc. Rock Mech., Melbourne, 2,251.
[6] 安欧, 1980.岩石在不同温度下的形变蠕变和滞后.地震地质,2, 4, 21——26.
[7] Tan Tjong Kie, Kang Wen——Fa, 1980. Locked in stresses, creep and dilitancy of rocks and constitutive equation. Rock Mechanics, 13, 1, 5——22.
[8] 施良骥、崇秀兰、赵阿兴,1984,岩石单轴高温蠕变实验装置.地震地质,4,3,23,
[9] 周祖辉、黄荣樽,1986,软弱岩层的蠕变及其与油井套管岩压外载的关系.岩石力学与工程学报,5,2, 1——13.
[10] 张流、王绳祖,1982.固体传压介质高温高压三轴岩石实验装置及实验技术.力学与实践,4,4,41.[1] Carter, N. L., H. G. AVe'Lallement, 1970. High temperature folw of dunite and peridotite. Geol. Soc. Amer. Bull., 181,2182——2202.
[2] Kirhy,J. H., A. K. Kronenberg, 1978. Ductile strength of clinophyoxenite: evidence for a transition in flow mechanism.Trans. Amer. Geophys. Union, 59, (Abstr.), 376.
[3] Heard, H. C., 1980. 劳伦斯、里沃木实验室在高压下测量物理化学性质的能力.高温高压岩石力学试验(译文集),66——103.
[4] Tan Tjong Kie, 1964. Determinations of the Theological parameters and hardening cofficients of clays. IUTAM Symp. "Rheology and Soil Mechanics", 266——273.
[5] Tan Tiong Kie, Bang Wen——Fa, 1983. The development and current state of rock Mechanics in China. Proc. 5th Congr, lnt. Soc. Rock Mech., Melbourne, 2,251.
[6] 安欧, 1980.岩石在不同温度下的形变蠕变和滞后.地震地质,2, 4, 21——26.
[7] Tan Tjong Kie, Kang Wen——Fa, 1980. Locked in stresses, creep and dilitancy of rocks and constitutive equation. Rock Mechanics, 13, 1, 5——22.
[8] 施良骥、崇秀兰、赵阿兴,1984,岩石单轴高温蠕变实验装置.地震地质,4,3,23,
[9] 周祖辉、黄荣樽,1986,软弱岩层的蠕变及其与油井套管岩压外载的关系.岩石力学与工程学报,5,2, 1——13.
[10] 张流、王绳祖,1982.固体传压介质高温高压三轴岩石实验装置及实验技术.力学与实践,4,4,41.
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