充水节理岩体中大断面隧洞开挖的数值模型研究     

褚卫江  徐卫亚  苏静波  任强  石崇 《岩土力学》2006,27(Z1):156-160

采用非饱和的渗流应力耦合模型分析了糯扎渡水电站2#导流洞的开挖过程,导流洞部分洞身穿过节理带,洞顶水头较高。详细地讨论了高水头和节理带对施工过程的影响。节理带采用描述高密度平行节理组的各向异性节理本构来逼近;考虑开挖引起的介质变形对渗透系数的影响;考虑排水引起的饱和度变化对渗透系数的影响。所用的非饱和瞬态耦合模型可以模拟出开挖引起的EDZ区域孔隙水压力急剧升高、有效应力减小、渗透系数动态的变化以及排水对洞室稳定性的提高。数值模拟的计算结果与国外类似试验的一般性观测结论相吻合,因此,可以用来评价水位以下隧洞施工方法和施工速度的合理性和经济性。  相似文献   

节理卸荷岩体非线性本构关系再研究     

刘杰  李建林  王乐华  胡海浪 《岩土力学》2006,27(Z2):39-44

对地质材料模型、石膏模型、砂浆模型、进行了模型试验,通过对模型试验得出的数据进行分析、拟合,得出初步的节理卸荷岩体的增量本构。针对其不足,从参数选择、物理意义等方面进一步进行修正得出一改进的增量本构关系,并在有限元分析程序ADINA中接入该本构关系,对清江隔河岩电站厂房高边坡三维模型进行有限元分析。  相似文献   

节理岩体强度特征研究综述     

张志刚  乔春生  刘勇 《煤田地质与勘探》2006,34(5):38-41

随着岩体工程建设规模的加大,对节理岩体的研究提出了更高的要求,需要对节理岩体强度及其相关问题有全新的认识。在认真总结国内外节理岩体理论与试验研究的基础上,以节理岩体强度为主线,详细论述了理论强度准则、经验强度准则及其与强度有关的节理岩体试验、本构、数值模拟等内容,指出了节理岩体需进一步研究的几个关键问题。   相似文献   

节理岩石卸载损伤破坏过程CT实时检测   总被引：8，自引：4，他引：4  

任建喜  葛修润  蒲毅彬 《岩土力学》2002,23(5):575-578

在国内外首次利用CT专用岩石三轴试验加载设备,完成了单一裂纹岩石卸围压应力作用下损伤破坏全过程CT实时监测试验,得到了非常清晰的节理岩石卸围压破坏全过程中从裂纹发展、贯通到破坏等各个阶段的CT图像。结果表明,节理岩石的卸载破坏具有突发性。  相似文献   

软土路基真空联合堆载预压位移监测与分析   总被引：7，自引：0，他引：7  

童中  汪建斌 《岩土力学》2002,23(5):661-666

详细介绍了广肇高速公路K54+350～K54+560段软弱路基的工程地质特征及真空联合堆载预压位移监测布设。通过对监测沉降数据以及测斜数据的分析,认为真空联合堆载预压法处理本段软弱路基是成功的,在类似工程中应用是可行的。  相似文献   

节理岩体地基极限承载力研究   总被引：2，自引：0，他引：2  

周小平  张永兴 《岩土力学》2004,25(8):1254-1258

由于节理岩体具有复杂的力学特性,节理岩体地基的极限承载力问题一直都没有很好解决。利用非线性统一强度准则考虑中间主应力影响和岩性、岩体结构特性可以通过参数m,s和σc 来反映的优点,将非连续介质特性的节理岩体等效为连续介质,在确定即时摩擦角后,结合滑移线场理论获得了节理岩体地基极限承载力的封闭形式的理论解,其解考虑了边界条件和基础的几何形状,举例说明了计算裂隙岩体极限承载力的过程和所需的参数。结果表明：节理岩体的材料特性和中间主应力对极限承载力具有重要影响。  相似文献   

Capturing the complete stress–strain behaviour of jointed rock using a numerical approach          下载免费PDF全文

Kamran Esmaieli  John Hadjigeorgiou  Martin Grenon 《国际地质力学数值与分析法杂志》2015,39(10):1027-1044

This paper presents the results of a series of numerical experiments using the synthetic rock mass (SRM) approach to quantify the behaviour of jointed rock masses. Field data from a massive sulphide rock mass, at the Brunswick mine, were used to develop a discrete fracture network (DFN). The constructed DFN model was subsequently subjected to random sampling whereby 40 cubic samples, of height to width ratio of two, and of varying widths (0.05 to 10 m) were isolated. The discrete fracture samples were linked to 3D bonded particle models to generate representative SRM models for each sample size. This approach simulated the jointed rock mass as an assembly of fractures embedded into the rock matrix. The SRM samples were submitted to uniaxial loading, and the complete stress–strain behaviour of each specimen was recorded. This approach provided a way to determine the complex constitutive behaviour of large‐scale rock mass samples. This is often difficult or not possible to achieve in the laboratory. The numerical experiments suggested that higher post‐peak modulus values were obtained for smaller samples and lower values for larger sample sizes. Furthermore, the observed deviation of the recorded post‐peak modulus values decreased with sample size. The ratio of residual strength of rock mass samples per uniaxial compressive strength intact increases moderately with sample size. Consequently, for the investigated massive sulphide rock mass, the pre‐peak and post‐peak representative elemental volume size was found to be the same (7 × 7 × 14 m). Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Petrogenesis and tectonic implications of the Triassic rhyolites in the East Kunlun Orogenic Belt,northern Tibetan Plateau     

Fengli Shao  Yaoling Niu  Juanjuan Kong  Yi Liu  Guodong Wang  Yu Zhang 《地学前缘(英文版)》2021,12(6):147-161

The East Kunlun Orogenic Belt(EKOB),which is in the northern part of the Greater Tibetan Plateau,contains voluminous Late Triassic intermediate-felsic volcanic rocks.In the east end of the EKOB,we identified highly differentiated peralkaline-like Xiangride rhyolites(～209 Ma)that differ from the wide-spread andesitic-rhyolitic Elashan volcanics(～232-225 Ma)in terms of their field occurrences and min-eral assemblages.The older,more common calc-alkaline felsic Elashan volcanics may have originated from partial melting of the underthrust Paleo-Tethys oceanic crust under amphibolite facies conditions associated with continental collision.The felsic Elashan volcanics and syn-collisional granitoids of the EKOB are different products of the same magmatic event related to continental collision.The Xiangride rhyolites are characterized by elevated abundances of high field strength elements,especially the very high Nb and Ta contents,the very low Ba,Sr,Eu,P,and Ti contents;and the variably high 87Sr/86Sr ratios(up to 0.96),exhibiting remarkable similarities to the characteristic peralkaline rhyolites.The primitive magmas parental to the Xiangride rhyolites were most likely alkali basaltic magmas that underwent pro-tracted fractional crystallization with continental crust contamination.The rock associations from the early granitoids and calc-alkaline volcanic rocks to the late alkaline basaltic dikes and peralkaline-like rhyolites in the Triassic provide important information about the tectonic evolution of the EKOB from syn-collisional to post-collisional.We infer that the transition from collisional compression to post-collisional extension occurred at about 220 Ma.  相似文献   

大兴安岭中南段塔尔气地区满克头鄂博组流纹岩年代学和地球化学研究   总被引：8，自引：0，他引：8  

张超  杨伟红  和钟铧  吴浩  吴庆 《世界地质》2014,33(2):255-265

对出露在大兴安岭中南段塔尔气地区的满克头鄂博组的流纹岩进行了详细的年代学和地球化学研究。LA-ICP-MS锆石U-Pb测年结果表明,流纹岩形成于143～141 Ma,时代为早白垩世早期,而不是以前认为的晚侏罗世。地球化学特征表明该时期流纹岩属高钾钙碱性过铝质岩石,球粒陨石标准化稀土配分曲线呈轻稀土富集的右倾形式,(La/Yb)N=2.55～12.82,具有明显负Eu异常。原始地幔标准化图解显示大离子亲石元素(LILE)Rb、Th、U、K、Pb的富集及高场强元素(HFSE)Nb、Ta、Ti、P的强烈亏损,这是壳源岩浆的特征。流纹岩锆石εHf(t)=+4.6～+10.9,二阶段Hf模式年龄为501～905 Ma,反应其源区物质主要为早古生代—新元古代时期增生的年轻地壳物质。满克头鄂博组流纹岩形成于造山后伸展环境,可能与蒙古—鄂霍茨克洋闭合后的岩石圈伸展作用相关。  相似文献   

利用测井曲线进行煤、岩层追综对比的方法及应用     

王永明 《中国煤炭地质》2012,(3):60-65

在煤田地质勘探中,通过岩、煤层综合对比可以研究地质构造、了解沉积关系、掌握岩层厚度及结构变化等信息。利用测井曲线进行煤、岩层综合对比,应首先了解勘查区的地质资料,在此基础上制作地层信息与测井响应相对应的标准地质-地球物理测井柱状剖面图。并以勘查实例,介绍了测井曲线进行岩、煤层综合对比的方法、步骤及注意事项等。  相似文献