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Stability Analysis of Fault Rock Heterogeneity on the Left Pressure Shaft Collapse ofSiah Bisheh Dam, North Iran

机译:伊朗北部Siah Bisheh大坝左压力井塌方断层岩石非均质性稳定性分析

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The Siah Bishe Pumped Storage Dam is located in the northern part of the Alborz mountain range in Iran.The investigation results and the effect of brittle deformation of two fault sets in the right pressure shaft ofSiah Bisheh Dam are discussed in this paper. The shaft is arranged in sedimentary and volcanic highlyjointed rocks of Triasic and Jurasic ages. The length of the shaft is 450m and its diameter is 6m with 65degree inclination relatively south-north trend. The results of geo-engineering surveys using boreholes andstatistical joint-graphics of stereograms reveal at least two sets of faults in the rock mass. Several transversalsections along the shafts were studied in order to analyze the effect of faults in shaft collapse. The findingsfrom the surface and underground mapping and investigation boreholes are described and interpreted in ageological map of pressure shaft slope including sections and stereograms. The site area and especially thearea of the pressure shaft are characterized by the presence of three important thrust faults that cut throughthe whole stratigraphic series. The Main Thrust Fault (MTF), fault Nr. 2, both dipping to the north and faultNr.3 that dips to the south. East of the site, faults 2 and 3 border a large ‘pop-up’ structure while the MainThrust Fault occupies a lower tectonic position. The results show that the collapse could be a localoccurrence which is limited to a critical, fractured and water-saturated rock zone at the boundary betweenMTF and fault 3. Stability of the shaft was analysed with Unwegde 3.0 software. Result of rock bolting ofthe shaft was not suitable because of depth of the tip wedges are longer than maximum allowable rock boltlength. The lowest safety factor occurred on wedge number 4 (SF=0.873). But using of shotcrete as a supportshows that safety factor of the wedge is increased to 3.219, when shotcrete thickness is 20 cm.
机译:Siah Bishe抽水蓄能水坝位于伊朗Alborz山脉的北部。 右压井两断层的脆性变形的研究结果及影响。 本文讨论了Siah Bisheh大坝。竖井高度排列在沉积和火山中 三叠纪和侏罗纪的节理岩石。竖井长度为450m,直径为6m,轴长为65 倾斜度相对偏南偏北趋势。使用井眼和井眼进行地球工程勘测的结果 立体图的统计联合图显示出岩体中至少有两组断层。几个横向 为了分析断层对竖井坍塌的影响,研究了沿竖井的断面。调查结果 从地面和地下测绘和调查井眼中描述和解释 压力井斜率的地质图,包括剖面图和立体图。场地面积,尤其是 压力轴区域的特征是存在三个贯穿的重要推力断层 整个地层系列。主推力故障(MTF),故障Nr。 2,既北上又北下 向南倾斜的Nr.3。在站点以东,断层2和3毗邻大型的“弹出式”结构,而主断层 推力断层处于较低的构造位置。结果表明,坍塌可能是局部的 限于边界之间的临界,破裂和水饱和的岩石区域 MTF和故障3.使用Unwegde 3.0软件分析了轴的稳定性。锚固结果 轴不适合,因为尖端楔的深度比最大允许的锚杆长 长度。最低的安全系数出现在4号楔形上(SF = 0.873)。但是使用喷浆混凝土作为支撑 结果表明,当喷射混凝土厚度为20 cm时,楔形的安全系数增加到3.219。

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