常中华, 彭建兵, 范文, 刘彤. 2004: 黑河水库坝址区岩体流变模型. 工程地质学报, 12(S1): 118-121.
    引用本文: 常中华, 彭建兵, 范文, 刘彤. 2004: 黑河水库坝址区岩体流变模型. 工程地质学报, 12(S1): 118-121.
    CHANG Zhonghua, PENG Jianbing, FAN Wen, LIU Tong. 2004: RHEOLOGY MODELS OF ROCK MASS ON THE DAM AREA OF HEIHE RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 118-121.
    Citation: CHANG Zhonghua, PENG Jianbing, FAN Wen, LIU Tong. 2004: RHEOLOGY MODELS OF ROCK MASS ON THE DAM AREA OF HEIHE RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 118-121.

    黑河水库坝址区岩体流变模型

    RHEOLOGY MODELS OF ROCK MASS ON THE DAM AREA OF HEIHE RESERVOIR

    • 摘要: 黑河水库大坝坝址区由于受多次构造运动影响,岩体破碎,且风化程度差异较大。对于强风化岩层以及含有泥质充填物的破碎岩体,研究其流变属性对于保证大坝建成后的长期安全运营是非常必要的。但是水库坝址区地应力水平较低,在这种低地应力条件下,由于软弱断层带等破碎岩体与完整性好的岩体相比又具有明显的力学性质差异,所表现出的弹性、粘弹性和粘塑性特点也就各有不同,因此在建立坝址区岩体流变模型时,把软弱破碎带岩体和整体性好的岩体作为两种不同性态的物质来分别考虑。最终,经过分析研究建立了在不同地应力水平条件下的黑河水库坝址区岩体流变模型。

       

      Abstract: Influenced by multi-tectonic movement, rock mass on Heihe reservoir area is deeply fragmentized and with different level of weathering. It is critical to analysis rheologic properties of strong weathered and weak rock mass for keeping the reservoir running safely after impoundment. But, under the lower field stress level there, weak rock mass in faults area may demonstrate different rheologic features from intact rock mass inevitably. Weak rock mass and intact rock mass should be treated as two different materials when the rheology is taken into account to build models. Based on this, rheologic models under different field stress for rock-mass are put forward for the dam area after detailed analysis.

       

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