潘永亮, 简文星, 杨光辉, 等. 2021. 水压力作用下三峡库区侏罗系软岩损伤演化特性研究[J]. 工程地质学报, 29(3): 693-701. doi: 10.13544/j.cnki.jeg.2020-492.
    引用本文: 潘永亮, 简文星, 杨光辉, 等. 2021. 水压力作用下三峡库区侏罗系软岩损伤演化特性研究[J]. 工程地质学报, 29(3): 693-701. doi: 10.13544/j.cnki.jeg.2020-492.
    Pan Yongliang, Jian Wenxing, Yang Guanghui, et al. 2021. Damage and evolution characteristics of Jurassic soft rock in Three Gorges Reservoir area under water pressure[J]. Journal of Engineering Geology, 29(3): 693-701. doi: 10.13544/j.cnki.jeg.2020-492.
    Citation: Pan Yongliang, Jian Wenxing, Yang Guanghui, et al. 2021. Damage and evolution characteristics of Jurassic soft rock in Three Gorges Reservoir area under water pressure[J]. Journal of Engineering Geology, 29(3): 693-701. doi: 10.13544/j.cnki.jeg.2020-492.

    水压力作用下三峡库区侏罗系软岩损伤演化特性研究

    DAMAGE AND EVOLUTION CHARACTERISTICS OF JURASSIC SOFT ROCK IN THREE GORGES RESERVOIR AREA UNDER WATER PRESSURE

    • 摘要: 为研究不同库水深度处侏罗系软岩的损伤演化特性,对三峡库区侏罗系泥质粉砂岩进行了不同水压力状态下的MTS三轴压缩声发射试验,建立了基于声发射振铃计数考虑水致初始损伤的损伤演化方程,对水压力作用下侏罗系软岩的力学劣化特性、损伤演化阶段和损伤演化特征值进行了分析,结果表明:随着水压力增大(0 MPa到1MPa),软岩的起裂应力、损伤应力、峰值应力、残余应力以及弹性模量整体均呈现出减小的趋势,减小幅度分别为74.2%、66.9%、62.4%、43.4%、51.9%;侏罗系软岩的损伤演化过程可分为损伤形成阶段、损伤稳定发展阶段、损伤破坏阶段和损伤破坏后阶段,各个损伤阶段与裂隙扩展阶段基本保持同步;损伤演化特征值能够定量地反映水压力对侏罗系软岩的影响劣化程度,各个损伤演化特征值与水压力均呈现出较好的数学相关性,初始损伤变量和起裂损伤变量随水压力的增大而增大,起裂损伤增量和起裂损伤应变随水压力的增大而减小;在水压力增大过程中,初始损伤变量与起裂损伤变量的数值逐渐逼近,起裂损伤增量和起裂损伤应变数值逐渐接近于0,说明库水压力的存在会对侏罗系软岩造成不同程度的损伤,能够加速岩石的裂隙发展和破坏进程。

       

      Abstract: To study the damage evolution characteristics of Jurassic soft rock at different reservoir water depth,the MTS triaxial compression and acoustic emission test of Jurassic argillaceous siltstone in Three Gorges Reservoir area is carried out under different water pressure states. The damage evolution equation considering initial damage caused by water is established based on acoustic emission ringing count. The mechanical deterioration characteristics,damage evolution stage and damage evolution characteristic value of Jurassic soft rock under water pressure are analyzed. The results show that,with the increase of water pressure(from 0MPa to 1MPa),the crack initial stress,damage stress,peak stress,residual stress and elastic modulus of soft rock all show a decreasing trend and decrease by 74.2%,66.9%,62.4%,43.4% and 51.9% respectively. The damage evolution process of Jurassic soft rock can be divided into damage formation stage,damage stability development stage,damage failure stage and post-damage failure stage. The damage evolution stage and crack development stage are basically synchronous. The damage evolution characteristic value can quantitatively reflect the influence of water pressure on Jurassic soft rock deterioration degree. These parameters have a good mathematical correlation with water pressure. The initial damage variable and crack initiation damage variable increase with the increase of water pressure. The crack initiation damage increment and the crack initiation damage strain decrease with the increase of water pressure. In the process of increasing water pressure,the values of initial damage variables and crack initiation damage variables are approaching gradually,the crack initiation damage increment and the crack initiation damage strain are gradually approaching to 0. These result show that the reservoir water pressure can cause different damage degrees to the Jurassic soft rock and can accelerate the crack development and failure process of the rock.

       

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