山西地震带中与强震活动有关的两种滑坡     

陈国顺 《华南地震》1991,11(2):40-46

本文以滑波理论为依据，总结了山西地震带的两种不同特点的滑坡。即：振荡式滑坡及触发式滑坡。虽然两种滑坡都可分为变形、解体、滑动、毁灭等四个阶段，但其动力不同。振荡式滑波的滑动面倾角小，因而滑力来源于强震振动，而触发式滑坡的滑动面倾角大，因而滑力来自滑体本身静荷载。对两种滑坡的研究对预防及减轻强震带来的次生灾害有重要的意义。  相似文献   

斜压半地转模式中的非频散周期解   总被引：2，自引：0，他引：2  

何建中  何金海 《热带气象学报》1994,10(1):57-63

给出了３个通量矢量，从而将非线性平流项表示为３个通量矢量的旋度和散度，它们分别对纬向风和经向风的低频加速产生贡献。经过卷积运算，还建立了低频变化的动力学模型。给出了通量矢量Ｅ．、Ｇ１．、Ｇ２．等的空间分布及其相应的流函数与势函数的水平分布和时间演变，从而指出，瞬变扰动间的相互作用对流动具有低频加速作用。  相似文献   

过去2．5百万年间黄土与深海古气候变化周期的对比分析   总被引：6，自引：0，他引：6       下载免费PDF全文

余志伟 《地球物理学报》1994,37(1):128-131

过去２．５Ｍａ间宝鸡黄土粒度记录和深海氧同位素曲线的Ｆｏｕｒｉｅｒ功率谱分析结果表明：在１．６Ｍａ以上部分，两者的周期性相当一致；但在２．５-１．６Ｍａ时段，两者的周期记录差异很大．深海氧同位素曲线记录的全球大陆冰量变化周期以与地轴倾斜度有关的０．０４１Ｍａ为主，而黄土粒度曲线记录的内陆风力强度变化周期则以与偏心率有关的０．４Ｍａ和０．１Ｍａ为主．造成这种异同的原因是：在２．５-１．６Ｍａ时段，内陆风力强度变化主要受地球轨道变化驱动，而从１．６Ｍａ前开始，转而主要受全球大陆冰量变化驱动．  相似文献   

Field survey of the East Java earthquake and tsunami of June 3, 1994     

Yoshinobu Tsuji  Fumihiko Imamura  Hideo Matsutomi  Costas E. Synolakis  Puspito T. Nanang  Jumadi  Satoshi Harada  Se Sub Han  Ken'ichi Arai  Benjamin Cook 《Pure and Applied Geophysics》1995,144(3-4):839-854

A field survey of the June 3, 1994 East Java earthquake tsunami was conducted within three weeks, and the distributions of the seismic intensities, tsunami heights, and human and house damages were surveyed. The seismic intensities on the south coasts of Java and Bali Islands were small for an earthquake with magnitudeM 7.6. The earthquake caused no land damage. About 40 minutes after the main shock, a huge tsunami attacked the coasts, several villages in East Java Province were damaged severely, and 223 persons perished. At Pancer Village about 70 percent of the houses were swept away and 121 persons were killed by the tsunami. The relationship between tsunami heights and distances from the source shows that the Hatori's tsunami magnitude wasm=3, which seems to be larger for the earthquake magnitude. But we should not consider this an extraordinary event because it was pointed out byHatori (1994) that the magnitudes of tsunamis in the Indonesia-Philippine region generally exceed 1–2 grade larger than those of other regions.  相似文献   

Suction-controlled triaxial testing: Laboratory procedures in relation to resistance envelope methods     

M. G. Anderson  M. J. Kemp 《地球表面变化过程与地形》1987,12(6):649-654

In certain tropical slopes it appears possible that soil suction may play a significant role in maintaining stability. This communication outlines a laboratory suction-controlled triaxial test that can be undertaken to validate the threshold suction predicted by resistance envelope methods. It is shown that for two sites examined in St. Lucia, West Indies, the results from such a test confirm results obtained by use of resistance envelopes.  相似文献   

华北块体(地台)北缘几个地质问题的探讨及其成矿作用     

陈鸿 《铀矿地质》1987,(1)

本文以卫星图象信息为依据,结合野外调研,提出并确定了华北块体北缘存在:块体缝合线,褶皱-逆掩断层带,后孤碰撞带(断裂带),台槽过渡带,岩浆弧,以及燕山-喜山期的NNE向岩浆活动带、断陷带(断陷盆地)等双重构造的新认识。并在此基础上,对华北块体北缘与深成岩浆岩,燕山期岩浆活动带(包括火山岩带)有关的铀矿化作用的独特构造环境及“岩浆”型,断陷带中和面型等主要铀矿床成矿模式和铀成矿带的划分及其划分依据作了研究和探讨。并以铀矿床的实例作为佐证。  相似文献   

地下水开采—地面沉降模型研究   总被引：27，自引：5，他引：22  

陈崇希  裴顺平 《水文地质工程地质》2001,28(2):5-8

本文建立三维流支－－一维非线性固结地面沉降模型,在混合井流,降雨滞后补给,初始水头形成,人为边界刻画,水流－固结耦合及软土层固结滞后于地下水开采层水头变化等方面有所改进,所建模型用于苏州市,模拟出若干地面沉降重要特征,地面沉降中心偏离地下水漏斗中心,地面沉降动态滞后于地下水的水头动态,软土层渗透系数随固结过程的变化及头在软土层中的传递特征。  相似文献   

陈国达的科学哲学思想与理论自主创新     

伍小灿  霰春辉  田浩 《大地构造与成矿学》2007,31(2):257-263

对我国著名地质学家陈国达院士的科学哲学思想作了探讨,其主要内容有:历史动力法是复杂性哲学思想与地质科学思想相结合的产物;递进思想是辩证否定观在大地构造理论发展中的胜利;地洼学说的理论结构与发展纲领是与拉卡托斯科学哲学思想不谋而合的。研究陈国达科学哲学思想对指导科学研究无疑具有重大的理论意义和现实意义。  相似文献   

降雨对斜坡失稳的影响作用探讨     

高晓斐  陈植华  安琪 《地下水》2007,29(1):85-87

降雨入渗是致使斜坡岩土体稳定性下降并最终导致崩塌、滑坡等地质灾害发生最为常见的环境因素.通过分析,得出降雨有增大斜坡下滑力及致使抗剪强度降低的作用,并通过对比某斜坡在自然状态及降雨状态下的稳定性及剩余下滑力,证明了降雨对斜坡失稳具有较大影响.  相似文献   

Impedance of flexible suction caissons     

Morten Liingaard  Lars Andersen  Lars Bo Ibsen 《地震工程与结构动力学》2007,36(14):2249-2271

The dynamic response of offshore wind turbines is affected by the properties of the foundation and the subsoil. The aim of this paper is to evaluate the dynamic soil–structure interaction of suction caissons for offshore wind turbines. The investigations include evaluation of the vertical and coupled sliding–rocking vibrations, influence of the foundation geometry and examination on the properties of the surrounding soil. The soil is simplified as a homogenous linear viscoelastic material and the dynamic stiffness of the suction caisson is expressed in terms of dimensionless frequency‐dependent coefficients corresponding to different degrees of freedom. The dynamic stiffness coefficients for the skirted foundation are evaluated using a three‐dimensional coupled boundary element/finite element model. Comparisons with known analytical and numerical solutions indicate that the static and dynamic behaviours of the foundation are predicted accurately using the applied model. The analysis has been carried out for different combinations of the skirt length, Poisson's ratio of the subsoil and the ratio of the soil stiffness to the skirt stiffness. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献