| 石砭峪岩体裂隙非连续介质渗流对岩体强度的影响 |
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| 引用本文： | 崔中兴,仵彦卿,党发宁,江锋.石砭峪岩体裂隙非连续介质渗流对岩体强度的影响[J].西安理工大学学报,2001,17(4):366-369. |
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| 作者姓名： | 崔中兴 仵彦卿 党发宁 江锋 |
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| 作者单位： | 西安理工大学,水利水电学院, |
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| 基金项目： | 国家自然科学基金项目(10172071). |
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| 摘 要： | 利用非连续介质裂网络渗流数值分析方法结合工程地质勘察方法，对石砭峪供水洞进行裂隙网络渗流分析。在求知渗流量后，确定出渗透压力；在考虑渗透压力作用下，建立了对供水洞岩体变形性影响的数值计算模型。该项研究可用于实际工程岩体的稳定性评价，对工程施工具有指导意义。
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| 关 键 词： | 裂隙网络 渗透压力 稳定性评价 水库 供水洞 岩体强度 |
| 文章编号： | 1006-4710(2001)04-0366-04 |
| 修稿时间： | 2000年12月19 |
Effect of Non-Continuum Seepage in Fractured Rock Mass upon Rock Mass Strength in Shibianyu |
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| CUI Zhong xing,WU Yan qing,DANG Fa ning,JIANG Feng.Effect of Non-Continuum Seepage in Fractured Rock Mass upon Rock Mass Strength in Shibianyu[J].Journal of Xi'an University of Technology,2001,17(4):366-369. |
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| Authors: | CUI Zhong xing WU Yan qing DANG Fa ning JIANG Feng |
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| Abstract: | Numerical analyzing method of non continuum seepage in fractured network in combining with the method of engineering geology survey is used to analyze the seepage in the network of fractured rock mass around the Shibianyu water supply holes.Based on the calculated quantity of seepage,the seepage pressure can be worked out,and then the numerical calculating model of the deformation of the rock mass around the holes can be established.The conclusions in this paper can be used to evaluate the stability of engineering rock mass and are of great importance in guiding engineering construction. |
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| Keywords: | fractured network seepage pressure evaluation of stability |
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