云南蒙自五里冲水库区F1,F2断层新活动年代研究   总被引：1，自引：0，他引：1  

陈惠珠 《地震研究》1991,14(4):347-357

五里冲水库地处侵蚀山区,缺乏第四纪地层作为研究断层新活动年代的对比标志。本文以F_1、F_2断层带内发育的多期方解石脉和断层泥为研究对象,采用显微构造分析,热释光(TL)测年法和扫描电镜(SEM)分析,石英溶蚀速率测年法,对库区F_1、F_2断层新活动的年代进行综合判定。确认:F_1、F_2断层最后一次明显活动的年代分别为(2.93±0.31)×10~5年和(2.33±0.26)×10~5年以前,为评估五里冲水库构造稳定性,提供了可靠的数据。  相似文献   

中国东部陆缘地区符——奉测线的地壳结构和速度分布     

闻昆娣 《华南地震》1991,11(3):19-24

本文利用1984年我国东部陆绥地区符－奉测线的深部探测资料，通过震相对比及正反演计算，给出该区介质的物理参数和地壳构造形态。并对界面起伏及深大断裂的展布进行了讨论。  相似文献   

平原地区活断层研究   总被引：3，自引：0，他引：3  

王华林  李家灵 《地震研究》1991,14(2):132-140

本文归纳、总结了近几年来山东省地震局在工程地震工作中采用的平原地区活断层研究的方法。几个典型实例证明,这一方法在平原地区活断层研究中是行之有效的,获得了良好的、具有科学价值的结果,同时讨论了与这一方法有关的几个问题。  相似文献   

连云港—临沂—泗水剖面重磁异常特征与地壳构造     

李天生 《地震研究》1991,14(2):141-146

本文利用连云港～临沂～泗水剖面的重力测量资料计算出地壳厚度,并与人工地震测深结果进行比较,讨论了该剖面的重磁异常和地壳厚度分布特征。  相似文献   

对中国大陆地壳上部应力状态的讨论     

刘建中 《地震研究》1991,14(3):257-264

本文从走滑型断层活动所应具备的应力条件出发,讨论了走滑型断层活动区的水平主应力的上限和下限。经与现有的绝对应力测值对比,发现3000米以上深度,仅有那些有明显垂直运动的地区的应力值可能超出这个界限。3000米以下深度,实测应力值向所给出的界限内集中。本文所给出的水平应力界限可以做为对深部水平应力值的一种估计。  相似文献   

SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES     

R.H. MAT SUKI  R.BAKER ①Lecturer  Dept. of Civ.  Struct. Engrg.  Univ.Kebangsaan M''''sia  Bangi  Malaysia ②Lecturer  Dept. of Civ. Engrg.  University of Salford. MWT England. 《国际泥沙研究》1991,(2)

The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach.  相似文献   

壤中气汞测量在活断层研究中的应用     

种瑾  米丰收 《内陆地震》1991,5(2):155-160

利用JM—3型数字金膜测汞仪对渭河盆地活动断层进行壤中气汞测量,取得了初步结果。认为,壤中气汞异常与活动断层存在着密切的关系,通过测汞寻找隐伏活动断层,判定断层活动性是可行的。  相似文献   

On the propagation of an in-plane shear fault with super-S-wave velocity     

Shi-Yu Li  Yun-Tai Chen 《地震学报(英文版)》1993,6(2):335-341

The speedv, especially the problem whether super S-wave velocity in the classical model (linear elasticity fracture mechanics) exists, of spontaneous propagation of a shear fault is investigated theoretically. An in-plane shear crack propagating in the crack plane is taken as the model of the shear fault. The results obtained firstly by Kostrov (1975) is extended from sub-Rayleigh wave velocity to super S-wave velocity, and the analytical expression for the stress intensity factorK ₂ in the case ofα>v>β is derived. It is proved that for Poisson mediumK ₂ is positive and real in the velocity range (β, 1.70β). This demonstrates that (β, 1.70β) is the velocity range which fulfils the conditions for spontaneous crack propagation. The existence, convergence and positiveness or negativeness ofK ₂ forv in individual sections are examined, and it is found that for an in-plane shear crack: 1. There are three sections forv, i.e., [0.v _R], (β, 1.70β), andα, respectively, and 2. There are two physically reasonable sections forv, the first is [v _R, β], and the second is [1.70β, α]. These two forbidden sections behave as barriers to fault propagation. The analytical expressions derived in this paper are not only suitable to classical model, but also to the other derivative models (e. g., the slip-weakening model and the renomalization model etc.). The model considered in this paper is more realistic than the static model employed by previous authors. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica, 15, 9–14, 1993.  相似文献   

Numerical analysis model of horizontal displacement of active faults     

De-Han Zhang 《地震学报(英文版)》1993,6(3):601-608

In this paper, a numerical model was presented for interpreting the movement feature of an active fault zone. This model was based on the analytic solution, given by Crouch (Crouch, 1976), for the problem of displacement discontinuity in an infinite elastic solid, making full use of geodetic and geological data and it was constructed by the boundary element method. A numerous test computation shows that if you want to catch the possible seismic precursor from the displacement’s vector, you have to associate the computation with geological survey in a deep going way, otherwise you would fail in your propose. This method is valid for analysing the zone of strike-slip fault and it has some values for dealing with other analogous problems. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,15, 153–158, 1993.  相似文献   

突变理论在工程地质中的应用   总被引：28，自引：2，他引：28  

黄润秋  许强 《工程地质学报》1993,1(1):65-73

本文说明了突变理论应用于工程地质中的一般方法。着重通过实例介绍尖点突变理论在工程地质中的应用现状,其中包括用突变理论评价层状结构斜坡、地下洞室的顶板冒落及活断层的稳定性,以及斜坡失稳的时间预报等问题。同时对其应用前景作了展望。  相似文献