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51.
1500年宜良地震地表形变带的考证 总被引:2,自引:0,他引:2
据历史记载1500年在宜良一带发生了一次强烈地震,由前人对该次地震无较详细的现 场实地考查资料,因此对这次地震认识说法不一。1992年作者对该次地震进行了实地考证。发现和确认了这次地震十分丰富的地震地表形变带,现存长度达81公里,最大左旋水平位错量9至11米。研究结果表明该次地震的发震构造为小新街-徐家渡断裂,震级接近8级。 相似文献
52.
53.
Anil Misra Lance A. Roberts Steven M. Levorson 《Geotechnical and Geological Engineering》2007,25(1):65-77
Load displacement analysis of drilled shafts can be accomplished by utilizing the “t-z” method, which models soil resistance
along the length and tip of the drilled shaft as a series of springs. For non-linear soil springs, the governing differential
equation that describes the soil-structure interaction may be discretized into a set of algebraic equations based upon finite
difference methods. This system of algebraic equations may be solved to determine the load–displacement behavior of the drilled
shaft when subjected to compression or pullout. By combining the finite difference method with Monte Carlo simulation techniques, a probabilistic load–displacement analysis can be conducted. The probabilistic analysis is advantageous
compared to standard factor of safety design because uncertainties with the shaft–soil interface and tip properties can be
independently quantified. This paper presents a reliability analysis of drilled shaft behavior by combining the finite difference
technique for analyzing non-linear load–displacement behavior with Monte Carlo simulation method. As a result we develop probabilistic relationships for drilled shaft design for both total stress (undrained)
and effective stress (drained) parameters. The results are presented in the form of factor of safety or resistance factors
suitable for serviceability design of drilled shafts. 相似文献
54.
Few building codes contains provisions fault surface ruptures and accompanying soil deformations which constitutes a great risk to human lives, buildings and infrastructure. A numerical and experimental comparison show a fair agreement of result. Analysis of “real” scale show the how water increases the incompressibility of wet soil causing shear deformations to become larger and conjugate ruptures to appear for reverse faults. Field observations and numerical analysis indicates that horizontal compression of soil surrounding underground structures should be taken into account in design. 相似文献
55.
Bihong Fu Xinglin Lei Khaled Hessami Yoshiki Ninomiya Takashi Azuma Hisao Kondo 《Journal of Geodynamics》2007,44(3-5):160-172
The December 26, 2003 Mw 6.6 Bam earthquake is one of the most disastrous earthquakes in Iran. QuickBird panchromatic and multispectral satellite imagery with 61 cm and 2.4 m ground resolution, respectively provide new insights into the surface rupturing process associated with this earthquake. The results indicate that this earthquake produced a 2–5 km-wide surface rupture zone with a complex geometric pattern. A 10-km-long surface rupture zone developed along the pre-existing Bam fault trace. Two additional surface rupture zones, each 2–5 km long, are oblique to the pre-existing Bam fault in angles of 20–35°. An analysis of geometric and geomorphic features also shows that movement on the Bam fault is mainly right-lateral motion with some compressional component. This interpretation is consistent with field investigations, analysis of aftershocks as well as teleseismic inversion. Therefore, we suggest that the 2003 Bam earthquake occurred on the Bam fault, and that the surface ruptures oblique to the Bam fault are caused by secondary faulting such as synthetic shears (Reidel shears). Our fault model for the Bam earthquake provides a new tectonic scenario for explaining complex surface deformations associated with the Bam earthquake. 相似文献
56.
煤矿立井非采动破裂工程地质勘察方法 总被引:1,自引:0,他引:1
深厚表土中煤矿立井非采动破裂是一种新的矿井地质灾害。以往的煤田地质勘探工作没有涉及该问题。本文建议立井破裂工程地质勘察可划分为初步勘察和详细勘察两阶段,提出了各阶段应包含的具体工作内容和工作方法;特别是提出要进行模拟土与井壁相互作用试验,获得不同埋深土层与井壁相互作用的力学参数;提出在勘探阶段判断厚表土层中煤矿立井非采动破裂的系统工作方法。最后给出了一勘察分析实例。 相似文献
57.
IntroductionSince the late 1970s, the quickly developed global digital seismograph network has been providing high quality recordings of large earthquakes in global scale, based on which digital seismology has made great progress. Compared with large earthquakes, moderate and small sized shocks have more frequent occurrence, and comprise clues to geological tectonics and tectonic stress field in a region. Preceding and following a large earthquake, usually occur numbers of small events that im… 相似文献
58.
本在震源为双侧线状断层破裂模型的假定下,根据震源理论和波谱随空间坐标的展开式,得到了场地两点地震动Fourier谱的表达式Ab(f)=Aa(f)exp(a1δ0 a2δθ,中提出了将双侧破裂模型分解为两个单侧破裂模型计算双侧破裂模型a1和a2的数值方法,以一次地震(M=6)为例,分析了双侧破裂模型对地震动空间相关性的影响,计算了 a1和a2的实部和虚部以及孔径随震中距,方位角和频率变化的三维图像。 相似文献
59.
经验GREEN函数法研究丽江6.0级强余震的地震动及破裂特征 总被引:1,自引:1,他引:1
利用经验Green函数方法,用1996年云南丽江地震后的ML4.7级地震合成了这次地震的最大余震Ms6.0的加速度记录,通过与实际记录在频域和时域的对比研究,分析研究了地震动特征和这次最大余震的可能破裂特征,并对经验Green函数方法进一步的改进方向进行了探讨。 相似文献
60.