程强, 邵江, 宋洪图, 刘尚成. 2010: 大相岭泥巴山隧道岩体构造损伤分析. 工程地质学报, 18(S1): 37-46.
    引用本文: 程强, 邵江, 宋洪图, 刘尚成. 2010: 大相岭泥巴山隧道岩体构造损伤分析. 工程地质学报, 18(S1): 37-46.
    CHENG Qiang, SHAO Jiang, SONG Hongtu, LIU Shangcheng. 2010: GEOLOGICAL STRUCTURE DAMAGE ANALYSIS OF DA XIANGLING-NI BASHAN EXTRA-DEEP AND OVER-LENGTH TUNNEL ROCKMASS. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 37-46.
    Citation: CHENG Qiang, SHAO Jiang, SONG Hongtu, LIU Shangcheng. 2010: GEOLOGICAL STRUCTURE DAMAGE ANALYSIS OF DA XIANGLING-NI BASHAN EXTRA-DEEP AND OVER-LENGTH TUNNEL ROCKMASS. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 37-46.

    大相岭泥巴山隧道岩体构造损伤分析

    GEOLOGICAL STRUCTURE DAMAGE ANALYSIS OF DA XIANGLING-NI BASHAN EXTRA-DEEP AND OVER-LENGTH TUNNEL ROCKMASS

    • 摘要: 围岩地质特征认识是深埋特长隧道勘察设计中的一个关键问题和难点问题,通过大相岭泥巴山隧道勘察实践,研究采用构造损伤来研究分析深埋特长隧道围岩地质特征。大相岭泥巴山隧道(最大埋深1660m,左线长9946m,右线长10007m)地处大相岭北西向构造带、龙门山北东向构造带、川滇南北向构造带三大构造体系交汇部位,断裂构造发育,不同构造部位、以及不同构造体系的复合影响,致使不同区域构造损伤特征显著不同。定义了描述构造损伤的构造损伤系数,主要由所处构造部位及构造变形强度影响系数、次级断裂发育程度影响系数、节理裂隙发育程度影响系数、岩石微裂隙发育程度影响系数等组成。依据大相岭泥巴山隧道地质信息分析并结合其它一些隧道勘察资料,提出了构造损伤等级划分和评判方法,将大相岭泥巴山隧道隧址区划分为强构造损伤区、次强烈构造损伤区、弱构造损伤区,并详细研究分析了各构造损伤区的构造损伤特征。依据构造损伤分区研究,可制定深埋特长隧道综合勘探方案、研究隧道围岩地质特征并划分隧道围岩级别、定性分析隧道地应力场特征及岩爆预测、分析控水构造并定性预测隧道涌突水问题等。

       

      Abstract: Understanding of geological features are the key issues and difficult problems in the extra-deep and over-length tunnel,Combination the Da Xiangling-Ni bashan extra-deep and over-length tunnel Investigation,this paper Study the use of geological structural damage to study and analyze the geological characteristics of the deep tunnel wall rock.The Da xiangling-Ni bashan deep-buried(1660m)and over-length(94946m in left, 10007m in right)tunnel located in Intersections of three major tectonic system,which are Da xiangling NW-trending tectonic belt,Longmen moantain NE-trending tectonic belt and Chuan-Dian NS-trending tectonic belt,the faults is very developed,Different structural positions,as well as the composite effect of different tectonic systems,causing structural damage characteristics significantly different in different regions.Geological structure damage factor are defined to describe the geological structure damage,mainly by tectonic location and intensity of tectonic deformation influence coefficient,degree of development of secondary faults influence coefficient,degree of development of joint influence coefficient and the degree of development of micro-cracks of rock influence coefficient.Based on the Da xiangling-Ni bashan tunnel geological information analysis and combination with some other tunnels survey data,put forward the structural damage grading and evaluation methods.The tunnel area are divided into strong structural damage zone,secondary strong structural damage zone and weak structural damage zone,and carry detailed research and analysis of the damage characteristics of each zone.Based on structural damage study,can develop the tunnel exploration program,study of tunnel surrounding rock geological characteristics,qualitative analysis of stress field characteristics of the tunnel and rock burst prediction,analysis the water-control structures and qualitative forecast the tunnel water gushing problem.

       

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