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热水条件下透辉石的摩擦本构特征
引用本文:田平,何昌荣.热水条件下透辉石的摩擦本构特征[J].地球物理学报,1954,63(12):4440-4450.
作者姓名:田平  何昌荣
作者单位:1. 中国地震局地质研究所地震动力学国家重点实验室, 北京 100029;2. 广东省地震局, 广州 510070
基金项目:国家自然科学基金(41774103)项目资助.
摘    要:为了研究下地壳主要造岩矿物之一的辉石在摩擦滑动中的力学性质,本文选择辉石中的透辉石作为实验样品,在约200 MPa有效正应力(30 MPa孔隙水压)及100~600℃的热水条件下进行了速度阶跃摩擦滑动实验,在滑动开始后将剪切滑动速率在0.122 μm·s-1和1.22 μm·s-1之间进行切换来确定摩擦滑动对速度变化的响应.通过实验发现:透辉石在102~200℃表现为速度强化,随着温度升高,在约215℃附近从速度强化转变为速度弱化.在310℃以上,速度弱化的程度受温度的影响不大,而且摩擦本构参数a值和b值随温度的变化趋势相同.对变形样品的显微观测发现,与其速度强化行为相对应的微观变形主要以数条平行的R1剪切为主,卸样时造成的裂纹集中在R1剪切内部,形态长而曲折;与其速度弱化行为相对应的断层泥内部,剪切带变窄且数量明显增加,在内部互相连接,在边界附近多发育B剪切,卸样时形成的裂纹大量存在于B剪切带与R1剪切附近,形态短且平直.

关 键 词:透辉石  摩擦滑动特征  摩擦本构参数  速度弱化  断层泥剪切带  
收稿时间:2019-04-04

An experimental study of frictional constitutive properties of diopside under hydrothermal conditions
TIAN Ping,HE ChangRong.An experimental study of frictional constitutive properties of diopside under hydrothermal conditions[J].Chinese Journal of Geophysics,1954,63(12):4440-4450.
Authors:TIAN Ping  HE ChangRong
Institution:1. State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China;2. Guangdong Earthquake Agency, Guangzhou 510070, China
Abstract:To investigate the sliding properties of pyroxene as one of the main rock-forming minerals in the lower crust, we employed diopside (clinopyroxene) as a gouge sample to perform velocity-stepping sliding tests under hydrothermal conditions with an effective normal stress of about 200 MPa, pore pressure of 30 MPa and temperatures from 100 ℃ to 600 ℃. During shearing, sliding rate was stepped between 0.122 μm·s-1 and 1.22 μm·s-1 to acquire the rate dependence. In the tests, diopside was found to be velocity-strengthening between 102 ℃ and 200 ℃, which transitioned to velocity-weakening at about 215 ℃. Above 310 ℃, the degrees of velocity-weakening were not significantly affected by the increase of temperature, and the velocity dependence parameters a and b values exhibited similar temperature dependence. Microscopic observations on deformed samples showed that the main microstructural feature associated with the velocity-strengthening behavior was dominated by several through-going R1 shears, cracks with curvatures induced by unloading formed mostly along R1 shears. The main microstructural associated with the velocity-weakening behavior was featured by more distributive planar shears, B shear zones at gouge-wall rock boundaries were widely found, leading to much more short and straight cracks induced during unloading.
Keywords:Diopside  Frictional sliding properties  Constitutive parameters  Velocity weakening  Gouge shear zone  
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