Creep,stable sliding,and premonitory slip   总被引：3，自引：0，他引：3  

John M. Logan 《Pure and Applied Geophysics》1978,116(4-5):773-789

Summary The current status of laboratory investigations into creep, stable sliding and premonitory slip is reviewed and some new material is presented. It is postulated that pre-cut rocks and those with simulated gouge layers undergo a transition with increasing confining pressure from (1) stable sliding to stick-slip, to (2) sliding along the pre-cut with deformation of the country rock, to (3) homogeneous flow of the specimen without slip along the pre-cut. Stick-slip behavior is not always present. Decreasing displacement rates are found to enhance stick-slip. Mixtures of gouge are found to be significant in controlling the behavior of sliding with 10–20 percent of anhydrite mixed with quartz or clays mixed with anhydrite shifting the sliding mode from stable stick-slip or stick-slip to stable sliding, respectively. Premonitory slip may be one of the most significant short term precursors of earthquakes. Although widely recognized in the laboratory, little systematic work has been completed. Variations in pore pressure, resistivity and seismic velocities have been investigated. Clearly much work needs to be done into these topics before a clear understanding is achieved.  相似文献   

广西军事体育学校膨胀岩山体滑坡整治的反思     

徐建华  莫一星 《南方国土资源》1999,12(1):41-46

膨胀岩（土）病害是一种特殊的工程地质现象。文章通过对广西军体校膨胀岩山体滑坡的整治经验进行总结，探讨其成因机理，提出对整治设计的一些看法  相似文献   

Frictional heating and pore pressure rise due to a fault slip     

Tien-Chang Lee  Paul T. Delaney 《Geophysical Journal International》1987,88(3):569-591

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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   

2021年5月云南漾濞MS 6.4地震序列发震构造及破裂过程初探     

孙庆山  张伟恒  郭忻怡  王亮 《地质学报》2023,97(2):349-363

北京时间2021年5月21日21时48分36秒,云南省大理州漾濞县发生M_S 6.4地震。利用云南数字地震台网2021年5月18日至8月22日的震相报告,采用双差地震定位法,对漾濞M_S 6.4地震序列进行重新定位。重新定位结果显示序列呈NW向优势分布,破裂长约20 km,宽约7 km,对重新定位结果进行误差分析,水平方向定位误差约为0.8 km,垂直方向定位误差约为1.0 km,定位结果具有较好的稳定性。依据震中分布的走向将序列划分为NW向的主断层与NNW向的分支断层,主断层存在较为明显的分段现象,分支断层呈雁列状分布。根据小震丛集性发生在大震断层面及其附近的原则,利用重新定位后的小震震源位置反演得到漾濞M_S 6.4序列主断层走向约320°,倾角约89°,深度范围3～13 km。根据拟合得到的断层在地表的投影位置,推测本次地震的发震断层为维西-乔后断裂西侧的草坪断裂。基于断层滑动量分布识别出3个凹凸体,结合序列时空演化特征,分析了漾濞M_S 6.4地震序列的破裂过程,结果显示断层中段的凹凸体发生初始破裂...  相似文献   

红河断裂带闭锁程度和滑动亏损分布特征研究   总被引：2，自引：0，他引：2  

刘耀辉  李金平  王刘伟 《测绘工程》2015,(8)

利用1999~2013年青藏高原东南缘的GPS速度场观测数据,采用DEFNODE程序反演红河断裂带走滑速率、三维闭锁程度和滑动亏损分布。反演结果表明:红河断裂带北、中、南段右旋走滑速率分别约为(5.9±1.2)mm/a,(4.8±0.6)mm/a和(4.3±0.4)mm/a,在地表以下6km的闭锁程度分别为0.43,0.22和0.25,其滑动亏损速率分别为3.3mm/a,2.6mm/a和2.3mm/a,红河断裂带闭锁程度和应变积累程度都比较低,与近年来红河断裂带整体活动微弱的现状相吻合。  相似文献   

汶川地震映秀-北川地表破裂带虹口乡段精细填图、位移特征和地震构造分析   总被引：9，自引：6，他引：3       下载免费PDF全文

刘静  孙杰  张智慧  文力  邢秀臣  胡古月  许强 《第四纪研究》2010,30(1):1-29

同震地表破裂带是地震破裂最直观的表现。地表破裂带的精细填图对理解地震破裂过程及发震机理有着重要意义。我们对5.12汶川地震映秀-北川同震破裂带南部的虹口乡区段开展了较为精细的填图工作,该区段地表破裂带的平面几何和同震位移特征沿走向均显示出公里尺度的横向变化和复杂性。根据同震破裂不连续性特征可把地表破裂分为4段,自南向北依次为深溪沟段、庙坝段、高原新村段和八角庙段。其中,深溪沟段和八角庙段同震垂直位错较大,达.5～6m;庙坝段同震垂直位移量普遍较低,1～2m或更低;  在高原新村附近,地表破裂带分为近平行的南北两支,北支以右旋走滑为主,南支以南东盘逆冲抬升为主,这与与映秀-北川同震破裂总体北西盘抬升的性质相反。本文对高原新村附近的反向陡坎进行了深入的探讨,并综合前人的研究结果,认为是破裂在从深部往上扩展的过程中,在浅表部位顺着发育在虹口东南部的大鱼洞-龙溪飞来峰后缘的具南东倾向的断面继承而成。与北川沙坝附近的反向陡坎一样,说明老断裂带构造几何特征对单次地震破裂的扩展有牵引作用。最后,讨论了八角庙有切割关系的两组断层擦痕的地震学和地质学意义,指出可能指示了映秀-北川断裂面上局部区段震前的初始应力水平较低。  相似文献   

渤海海域中郯庐深断裂带的结构模型及新生代运动学   总被引：7，自引：1，他引：6       下载免费PDF全文

漆家福周心怀  王谦身 《中国地质》2010,37(5):1231-1242

郯庐深断裂带自安徽庐江—山东郯城、沂水、安丘一线向北延伸进入渤海海域被新生代盆地沉积层和海水覆盖。根据区域重、磁力异常图解释的渤海海域的郯庐深断裂带位于莱州湾—渤海东部—辽东湾东部一线,总体走向NNE,对应于渤海海域NNE向地幔隆起带的东部斜坡。渤海海域新生代盆地与地幔隆起呈镜像反映,构成古近纪断陷的边界断层包括NE向、NNE向、NEE向、NW向和NWW向等多个方向,且多表现出铲式正断层的几何学、运动学特征。渤海海域新生代盆地在莱州湾—渤海东部—辽东湾东部发育有由2～4条走向NNE向、陡倾斜的基底走滑断层及相关构造变形组成的右旋走滑构造带,位置与区域重磁资料解释的郯庐深断裂带大致相当。综合深层地壳结构和新生代盆地构造特征有理由认为,渤海海域中新生代盆地中的走向NNE向、陡倾斜的基底走滑断层构造带的与深层至少切割莫霍面的深断裂带构成了一条地壳尺度垂向的强变形构造带。渤海海域的郯庐深断裂带在新生代时期郯庐断裂带并非只发生右旋走滑运动,在区域裂陷作用中控制古近纪断陷的伸展断层可能利用了深断裂带在浅层地壳的部分断层面,并且因为伸展位移在中地壳层中发生拆离滑脱,而深断裂带的右旋走滑位移才使浅层断层与深层断层保持紧密联系。  相似文献   

GPU accelerated marine data visualization method   总被引：1，自引：0，他引：1  

Bo Li  Ge Chen  Fenglin Tian  Baomin Shao  Pengbo Ji 《中国海洋大学学报(英文版)》2014,13(6):964-970

The study of marine data visualization is of great value. Marine data, due to its large scale, random variation and multiresolution in nature, are hard to be visualized and analyzed. Nowadays, constructing an ocean model and visualizing model results have become some of the most important research topics of ‘Digital Ocean'. In this paper, a spherical ray casting method is developed to improve the traditional ray-casting algorithm and to make efficient use of GPUs. Aiming at the ocean current data, a 3D view-dependent line integral convolution method is used, in which the spatial frequency is adapted according to the distance from a camera. The study is based on a 3D virtual reality and visualization engine, namely the VV-Ocean. Some interactive operations are also provided to highlight the interesting structures and the characteristics of volumetric data. Finally, the marine data gathered in the East China Sea are displayed and analyzed. The results show that the method meets the requirements of real-time and interactive rendering.  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