考虑层间错动的顺层岩质边坡稳定性分析

渝怀线DK385+470～DK385+700段为典型的顺层岩质边坡,当采用滑面为直线型的刚体极限平衡法进行分析计算时,由于无法考虑滑体内的层间错动对边坡稳定性的影响,直接导致稳定系数计算结果偏大。根据极限分析上限法原理,结合工程实例,提出了考虑层间错动的顺层岩质边坡极限分析上限法,并推导了这种方法的稳定系数计算公式。该方法可以将层间错动产生的内能耗散计入到虚功率方程中,因而可以考虑层间错动对边坡稳定性的影响。以渝怀线典型顺层岩质边坡为例,采用刚体极限平衡法和极限分析上限法分别进行了稳定性分析计算,结果两种方法却得出了截然相反的结论。     

On the structural age of the Rhoscolyn antiform,Anglesey, North Wales

In the Rhoscolyn area of Anglesey, the late Precambrian interbedded psammites and pelites of the Monian Supergroup are folded into a kilometre‐scale antiform, plunging about 25°NE and with an axial surface dipping about 40°NW. Numerous folds of up to a few tens of metres in wavelength are present on both limbs of this antiform. These smaller‐scale folds also plunge about 25°NE but clearly belong to two separate episodes of folding, and it has become a matter of longstanding controversy as to whether the larger antiform belongs to the first or second of these episodes. Close examination of the cleavage/bedding asymmetries from all the lithologies, however, shows that the large antiform is a second‐generation structure, and that on the gently dipping northwest limb, the sense of cleavage/bedding asymmetry of the earlier cleavage in the psammitic units has been almost uniformly and homogeneously reversed (so that it appears to be axial planar to the antiform), while in the pelitic units the sense of cleavage/bedding asymmetry of the earlier cleavage has been preserved. Many of the small‐scale complexities of the observed cleavage/bedding relationships may be explained by appealing to differences in the timing of the formation of buckling instabilities relative to this reorientation of the early cleavage in the psammites during the second deformation. A first‐order analysis of the finite strains from around the large‐scale antiform shows that the orientation of the first cleavage prior to the second deformation was steeply dipping to the southeast. The second deformation correlates with the southeast‐verging Caledonian deformation affecting the Monian and Ordovician units elsewhere in northwest Anglesey, while the northwest‐verging first deformation event, which is not present in the Ordovician rocks, must have occurred before they were deposited. Copyright © 2004 John Wiley & Sons, Ltd.     

Possible evidence for underlying non‐linear dynamics in steep‐faced glaciodeltaic progradational ­successions

Steep‐faced glaciodeltaic progradational successions are often studied in order to reconstruct the behaviour of the glacial feeder system, or changes in the sediment sink. This paper analyses the magnitude and frequency of depositional events associated with steep‐faced glacier‐fed progradational successions recorded in Scandinavia and Ireland. The successions exhibit depositional patterns that may be interpreted as a function of underlying non‐linear dynamics. A number of the sequences display fractal scaling in the frequency and thickness of foreset units. Other successions demonstrate chaotic patterns and strong relationships between delta‐front angle and bed thicknesses, suggesting that the progradation of such sequences is self‐organized, and to an extent occurs independently of forcing by the feeder system that provides sediment to the delta front. These patterns of sedimentation appear to be a function of the steepness of the delta front and/or the textural characteristics of the sediment. This paper provides further evidence for the simultaneous presence of order and chaos in Earth surface processes and calls into question the extent to which palaeoenvironmental reconstructions may be made from steep‐faced progradational successions. Copyright © 2000 John Wiley & Sons, Ltd.     

顺层岩质边坡顺层滑动岩体范围分析

顺层滑移-拉裂是顺层岩质边坡中常见的一种破坏模式,顺层滑动岩体范围大小是该类边坡稳定性分析及其加固支挡结构设计的基础,是设计人员最关心的问题。考虑边坡开挖卸荷效应对边坡岩体力学参数的影响,建立了顺层岩质边坡顺层滑动岩体范围的计算式,利用重庆至怀化铁路沿线顺层岩质路堑边坡失稳破坏的调查资料进行对比分析,结果吻合较好。     

新汶矿区多层次滑脱构造

岩石圈内部存在着多层次拆离滑脱现象,主要由伸展作用形成的矿区边界铲状正断层交汇于深层次滑脱构造面上,而浅层次滑脱构造主要是在地壳伸展之后重力滑动作用的结果。这些多层次滑脱构造是新汶矿区构造格局形成的最主要因素。     

页岩储层体积压裂裂缝扩展机制研究

页岩储层天然裂缝、水平层理发育,水力压裂过程中可能形成复杂的体积裂缝。针对页岩储层体积裂缝扩展问题,基于流-固耦合基本方程和损伤力学原理,建立了页岩储层水力压裂体积裂缝扩展的三维有限元模型。将数值模型的模拟结果与页岩储层裂缝扩展室内试验结果进行对比,二者吻合较好,从而证明了数值模型的可靠性。通过一系列数值模拟发现：（1）水力压裂过程中水平层理可能张开,形成水平缝,水平与垂直缝相互交错,形成复杂的体积裂缝网络;（2）水平主应力差增大,体积裂缝的分布长度（水平最大主应力方向压裂裂缝的展布距离）增加、分布宽度（水平最小主应力方向压裂裂缝的展布距离）减小,体积裂缝的长宽比增加;（3）压裂施工排量增大,体积裂缝的分布长度减小、宽度增加,压裂裂缝的长宽比降低;（4）天然裂缝的残余抗张强度增大,体积裂缝分布宽度减小、分布长度增加,体积裂缝的长宽比增加。研究成果可以为国内的页岩气的压裂设计和施工提供一定的参考和借鉴。     

论秦岭佛坪地区隆-滑构造

由基底片麻岩（内核）、剥离断层（接合面）及滑覆层状岩系（外壳）构成的佛坪穹隆构造,从其岩石组成、早期的运动学特征、变质变形改造和同位素测年资料综合分析,表明佛坪穹隆可能形成于印支期的主造山期前,并受印支期主造山期褶皱变形和燕山期逆冲、走滑作用的叠加改造。它经历了中元古代—前印支期隆－滑构造形成阶段,而与造山后期变质核杂岩明显不同,在造山带构造演化中具有重要意义。隆－滑构造发生的深部背景是造山带岩石圈垂向加积增生作用。该穹隆突出而重要地参与了秦岭造山带的形成与演化,具有重要的大陆动力学意义。     

大青山太古宙高级变质岩近水平顺层伸展变形——地球上早期的伸展构造

内蒙古大青山—乌拉山位于华北克拉通北缘,是我国高级区发育较好的区域之一。区内高级变质杂岩总体上呈近东西向延伸,经历多期变质变形作用改造。近水平顺层伸展变形是高级变质杂岩中最早的塑性流动变形作用,发生在下地壳麻粒岩相环境下。变形作用伴随麻粒岩相变质作用、深熔作用,形成了顺层滑动韧性变形带、穹隆构造、层内底辟褶皱和L构造岩等构造形迹组合。这期变形作用不仅导致区内的孔兹岩系和麻粒岩系以近水平构造面接触,也造成孔兹岩系中各个地层单位具有以透镜状岩片堆叠的地层结构,并且还伴随有不同类型的深熔片麻岩形成。近水平顺层伸展变形作用的确立,对研究早前寒武纪高级区地壳形成演化和高级变质地层构造格架的建立具有重要的理论意义。     

安徽省上成金矿床构造控矿规律与成矿预测

上成金矿位于张八岭构造带北部,是受断裂构造控制的岩浆热液型金矿。通过研究厘定出一条近SN向断裂破碎带—其为管店-龙王尖断裂的北段分支管店-下马断裂—以及F1、F2、F3三条近NW向顺层滑动断裂。石英脉型金矿化受近NW向的顺层滑动断裂构造控制,矿体空间展布上具有平行似等距特征,蚀变岩型金矿化受近SN向断裂破碎带控制。上成金矿床2种不同金矿化类型是同一成矿作用在不同性质的控矿断裂构造下的具体表现,空间结构具有上部石英脉型金矿化下部蚀变岩型金矿化的关系。断裂构造产状变化部位有利于形成矿化弱的厚矿体,反映断裂构造局部地段的高引张空间有利于形成第Ⅰ阶段厚石英脉;而矿脉的分支复合、膨大缩小部位有利于矿化富集,反映断裂构造多期活动强烈地段则有利于Ⅱ、Ⅲ阶段矿化叠加富集。矿化的局部富集与矿体的厚度具有一定的负相关性。结合矿化特征、构造控矿规律总结分析,对上成金矿床深部和外围进行了成矿预测。     

三峡库区顺层灰岩岸坡劣化−溃屈灾变机制研究

三峡库区巫峡段发现多处顺层岸坡滑移−弯曲变形迹象,库水循环涨落加剧了岸坡前缘劣化损伤与失稳破坏。以巫峡段青石 6号坡为例构建室内概化模型,开展顺层灰岩岸坡在消落带岩体劣化下的灾变机制研究。研究结果表明：蓄水前岸坡整体长期处于稳定状态。随着劣化进行,蓄水后岸坡变形加剧直至溃屈破坏,岩体劣化缩短了劣化−溃屈失稳进程。运动学分析显示,溃屈破坏时同一岩层达到速度峰值近似。岩层“弯折点”后部运动特征较为一致,前部较为离散。溃屈破坏点是岸坡能量释放的转折点和顶点;随劣化演变位移、应力逐渐递增,呈现提前破坏征兆,溃屈破坏前后应力产生“集中−释放”。整体来看,应力变化提前于位移,表明应力监测更有效。应力监测的核心在于关键区段的确定,对于劣化−溃屈型岸坡来讲,前缘“挠曲段”处应力陡增可作为岸坡临界失稳的重要表征;“劣化−溃屈”演化进程中后缘推挤始终存在,它是岸坡灾变的前提。但岸坡失稳的主导因素却是消落带岩体持续不断的劣化。青石 6 号坡当前处于向强烈弯曲隆起演化进程中,由于消落带岩体持续劣化,可能由稳定/基本稳定逐渐演变为欠稳定状态。