A numerical method for the study of shear band propagation in soft rocks     

Marta Castelli  Andrea Allodi  Claudio Scavia 《国际地质力学数值与分析法杂志》2009,33(13):1561-1587

This paper investigates the possibility of interpreting progressive shear failure in hard soils and soft rocks as the result of shear propagation of a pre‐existing natural defect. This is done through the application of the principles of fracture mechanics, a slip‐weakening model (SWM) being used to simulate the non‐linear zone at the tips of the discontinuity. A numerical implementation of the SWM in a computation method based on the boundary element technique of the displacement discontinuity method (DDM) is presented. The crack and the non‐linear zone at the advancing tip are represented through a set of elements, where the displacement discontinuity (DD) in the tangential direction is determined on the basis of a friction law. A residual friction angle is assumed on the crack elements. Shear resistance decreases on elements in the non‐linear zone from a peak value at the tip, which is characteristic of intact material, to the residual value. The simulation of a uniaxial compressive test in plane strain conditions is carried out to exemplify the numerical methodology. The results emphasize the role played by the critical DD on the mechanical behaviour of the specimen. A validation of the model is shown through the back analysis of some experimental observations. The results of this back analysis show that a non‐linear fracture mechanics approach seems very promising to simulate experimental results, in particular with regards to the shear band evolution pattern. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Tectonic evolution of the Cape and Karoo basins of South Africa   总被引：1，自引：0，他引：1  

Anthony Tankard  Herman Welsink  Peter Aukes  Robert Newton  Edgar Stettler 《Marine and Petroleum Geology》2009,26(8):1379-1412

The Cape and Karoo basins formed within the continental interior of Gondwana. Subsidence resulted from the vertical motion of rigid basement blocks and intervening crustal faults. Each basin episode records a three-stage evolution consisting of crustal uplift, fault-controlled subsidence, and long periods of regional subsidence largely unaccompanied by faulting or erosional truncation. The large-scale episodes of subsidence were probably the result of lithospheric deflection due to subduction-driven mantle flow. The early Paleozoic Cape basin records the combined effects of a north-dipping intra-crustal décollement (a late Neoproterozoic suture) and a right-stepping offset between thick Rio de la Plata craton and Namaqua basement. Following the Saldanian orogeny, a suite of small rift basins and their post-rift drape formed at this releasing stepover. Great thicknesses of quartz sandstone (Ordovician–Silurian) and mudstone (Devonian) accumulation are attributed to subsidence by rheological weakening and mantle flow. In contrast, the Karoo basin is a cratonic cover that mimics the underlying basement blocks. The Permian Ecca and lower Beaufort groups were deposited in a southward-deepening ramp syncline by extensional decoupling on the intra-crustal décollement. Reflection seismic and deep-burial diagenetic studies indicate that the Cape orogeny started in the Early Triassic. Deformation was partitioned into basement-involved strike-slip faults and thin-skinned thrusting. Uplift of the Namaqua basement resulted in erosion of the Beaufort cover. East of the Cape fold belt, contemporaneous subsidence and tilting of the Natal basement created a late Karoo transtensional foreland basin, the Stormberg depocentre. Early Jurassic tectonic resetting and continental flood basalts terminated the Karoo basin.  相似文献   

营口-潍坊断裂带新生代运动学特征   总被引：6，自引：0，他引：6  

姜建平 《海洋地质与第四纪地质》2008,28(4)

营口-潍坊断裂带在新生代时期对渤海湾盆地东部构造、沉积及油气成藏规律等方面具有重要影响和控制作用.依据大量实际地震资料,从剖面上识别出了花状构造、丝带效应、反转构造等营口-潍坊断裂带新生代时期走滑活动的标志,在平面上识别出了4种组合构造样式,在此基础上,应用拉分盆地走滑量计算的理论模型,对营口-潍坊断裂带新生代时期的走滑位移量进行了初步估算,认为营口-潍坊断裂带在新生代时期具右旋走滑活动特征,其主要走滑活动表现为3期,分别为始新世早期、渐新世早-中期和上新世晚期-第四纪,新生代累计右旋走滑位移量约为10～20 km.  相似文献   

Taimyr Peninsula( Arctic Siberia) in Late Precambrian:tectonic thrust sheets and geodynamic evolution     

Sergey G.Samygin 《东北亚地学研究》2014,(3)

Structural relationships between the Neoproterozoic rock complexes of a continental massif,island arc and back-arc basin geodynamic affinities are described and considered in this work based on field observations within the northeastern segment of the Central Taimyr tectonic zone distinguished in the late Hercynian foldthrust belt of Taimyr Peninsula. As is established for the first time,rock complexes of the continental massif with the early Late Riphean( Tonian-Cryogenian) volcanogenic-sedimentary cover occur in the study region as the allochthonous syn- and post-sedimentary thrust sheets buried in or thrust over deposits of a back-arc basin,which accumulated in the terminal Late Riphean( Cryogenian)--initial Vendian( Ediacaran). These and other results of the large-scale structural observations elucidate important details of the region tectonic development in the Late Precambrian,when two lateral ensembles of the Neoproterozoic structures originated in the region. In the first half of the Neoproterozoic,the regional tectonic ensemble included the oceanic plate abut on the continental massif with a primitive volcano-plutonic belt. The subsequent system of an island arc and marginal backarc basin originated in the second half of the Neoproterozoic and existed approximately till the mid-Vendian( Ediacaran) phase of the intense formation of thrust sheets in the region.  相似文献   

青藏高原南部晚新生代板内造山与动力成矿   总被引：14，自引：1，他引：13  

李德威 《地学前缘》2004,11(4):361-370

青藏高原晚新生代构造隆升是板块碰撞成因还是板内造山过程 ,关系到高原形成机制、演化过程以及岩石圈动力学与大陆动力学的关系等一系列重大科学问题。近年来在冈底斯发现多个以斑岩铜矿为主的大型和超大型矿床 ,其成矿时代为 2 0～ 12Ma ,与青藏高原构造隆升时代一致 ,也与笔者10年前以大陆动力学和成矿动力学为理论指导的预测结果吻合。青藏高原南部晚新生代大量的地质、地球物理、矿床等方面的证据根本不支持碰撞造山理论 ,如青藏高原内部伸展边缘逆冲、碰撞与隆升之间时差明显 ,壳内低速层和低阻层发育 ,造山与成盆关系密切 ,板内隆升环境下发生大规模构造变形、岩浆活动和动力成矿等。青藏高原南部晚新生代构造隆升作用是在新特提斯开合转换、碰撞造陆之后 ,在下地壳层流作用的驱动下 ,发生板内造山、地壳增厚、热隆伸展和改造成矿的构造成矿过程 ,大规模的板内金属成矿在 3～ 4Ma以来的均衡隆升、成山过程中进一步改造。  相似文献   

柴达木盆地英雄岭地区新生代构造演化动力学特征   总被引：4，自引：0，他引：4  

王桂宏  李永铁  张敏  尹成明  王铁成  郭祖军  刘忠 《地学前缘》2004,11(4):417-423

通过分析柴达木盆地英雄岭 (YL)地区地质、2D/ 3D地震、遥感、重磁电和钻探等资料 ,提出了喜马拉雅运动几个阶段在该区的构造动力学响应特征。研究认为喜马拉雅运动晚期 ,英雄岭地区西南侧的阿卡腾能山因近SN向的区域挤压作用 ,产生了顺时针方向的旋转及隆升作用 ,从而在干柴沟一带形成了强烈的SE向局部挤压应力场 ,基底大幅隆升 ,而在英雄岭隆起的南侧则产生了局部的拉张构造环境。喜马拉雅山中期运动在该区的主要表现形式就是使古近纪的张扭构造环境转变为新近纪的坳陷构造环境 ,英雄岭西南的阿尔金地区发生隆升作用 ,沉积中心发生向东和向北的迁移。通过分析主干断裂、构造块体和沉积凹陷的分布特征等 ,得出喜马拉雅早期英雄岭及邻区发育局部拉张环境 ,为较为稳定的断陷湖盆发育期 ,沉积了一套优质烃源岩。英雄岭地区潜在勘探领域主要有构造裂缝型圈闭、地层岩性圈闭及渐新世断凸构造圈闭等。  相似文献   

喜马拉雅造山带东构造结拉布拉多期和格林威尔期造山作用的记录   总被引：6，自引：6，他引：0  

王誉桦  曾令森  高利娥  张立飞  侯可军 《岩石学报》2014,30(8):2241-2252

位于喜马拉雅东构造结西北部的南迦巴瓦复合体,是构造应力最强、隆升和剥蚀最快、新生代变质和深熔作用最强的地区。为厘定该地区早期的变质岩浆作用,本文对南迦巴瓦复合体北部的花岗片麻岩和混合岩进行了岩石学和年代学研究。花岗片麻岩原岩为富钾的偏铝质花岗岩,具有岩浆弧花岗岩的成分特征。花岗片麻岩中的锆石具有岩浆锆石的环带结构,记录了487.9±1.6Ma的一期构造岩浆事件;混合岩的锆石具有明显的核-边结构,核部和边部的不协和线交点年龄分别为1559±13Ma、1154±12Ma。对比印度大陆东部的西隆高原、东高止造山带,发现三者都经历了拉布拉多期、格林威尔期以及泛非期的造山作用。因此,我们认为喜马拉雅东构造结与这两个地区密切相关,可能是他们向北的延伸,这三者可能组成统一的印度大陆东部造山带,一起经历了哥伦比亚超大陆、Rodinia和冈瓦纳超大陆的聚合与裂解过程。  相似文献   

西藏措勤打加错地区上三叠统江让组的发现及其地质意义          下载免费PDF全文

黄韶春  龚臣  彭建华  杨志龙  何俊 《沉积与特提斯地质》2014,(1):95-101

在西藏措勤打加错地区新发现上三叠统江让组,其为一套海相碎屑岩及碳酸盐岩沉积建造,岩性主要为不等厚层状石英质砾岩、深灰色薄层状—块状生物碎屑微晶灰岩、含砂粉砂质微晶灰岩、含石英砾质生物碎屑灰岩、砂屑灰岩夹钙质细砂岩,产珊瑚Distichophyllia sp.,Volzeia sp.,Montlivaltia sp.,M.cf.xainzaensis、海绵:Hartmanina sp.和双壳类Xenocardita?sp.,时代为晚三叠世卡尼期-诺利期,与下二叠统昂杰组呈角度不整合接触。江让组在该地区的发现,完善了冈底斯西部三叠纪的地层系统,为研究印支运动对冈底斯西部的影响和古特提斯洋的演化提供了依据。  相似文献   

脉状铅锌（铜、银）多金属热液矿床研究进展   总被引：1，自引：0，他引：1       下载免费PDF全文

贾敬伍  张洪瑞  胡茂德 《岩石矿物学杂志》2014,33(4):726-746

目前在矿床学分类研究中对沉积岩容贱金属矿床的命名和分类尚未统一,其中一类赋矿围岩为沉积岩、矿体受构造(断层、褶皱等)控制呈脉状产出的、成矿金属为铅锌铜银多金属的矿床成为缺失环节,缺少系统的归纳总结。但该类矿床是造山作用的产物,对其进行归纳综合分析,有助于了解造山作用中的矿质迁移和沉淀过程。本文将该类矿床资料收集,对其成矿特征、控矿构造、成矿流体、矿质来源等进行分析总结。研究表明,此类矿床与造山作用或造山带有着紧密的联系。成矿物质表现为多源性,包括基底围岩、岩浆来源以及幔源贡献。成矿流体具有岩浆流体、变质流体、盆地卤水等多种来源,部分矿床的成矿流体受大气水影响。该类型矿床与MVT铅锌矿床有相似之处,但在成矿环境、控矿因素、金属来源以及成矿流体来源等方面有较大差异。  相似文献   

Mohr-Coulomb准则下基于滑动面深度的边坡参数反分析方法   总被引：1，自引：0，他引：1  

孙志彬  杨小礼  张胜 《岩土力学》2014,35(5):1323-1328

利用上限定理与强度折减法,提出了一种新的边坡反分析方法。该方法基于边坡的滑动面形状,不需要位移、应力等监测数据。分析边坡的临界滑动面位置与强度参数的关系,可以发现,当边坡的几何形状、土体重度以及孔隙水压力分布确定,则临界滑动面的形状只与土体黏聚力c、内摩擦角φ的关系式c/tanφ有关,并在此基础上引入边坡的无量纲系数c,λcφ。利用极限分析上限定理与强度折减法,得到了边坡临界滑动面方程,提出了其深度的计算公式,建立了边坡c,λcφ值与滑动面深度的关系。通过已有边坡的反分析实例,验证了方法的正确性和有效性。  相似文献