地面物探在岩溶地基工程勘察中的应用——以桂林某花园综合楼为例   总被引：4，自引：2，他引：2  

覃政教 《中国岩溶》2005,24(4):338-343

岩溶地区工程建筑地基的地质情况比较复杂,存在土洞、软土等工程隐患。常规工程勘察手段,由于其自身的局限性,很难一一查清这些隐患的分布特征。地面物探是一种较为省时省力的工程辅助勘探方法。但物探方法有多种,在选用时,必须根据场地条件、探测目标、方法性能及工作成本等来综合考虑,选择适用的方法(或方法组合) ,才有可能取得令人满意的探测效果。桂林某花园综合楼地基主要以红粘土为主,软土、土洞发育,红粘土之下,桂林组灰岩表面起伏强烈,溶洞发育。根据场地地质特征及基坑开挖特点,本勘察采取浅层地震折射、反射波法,并配合高密度电阻率测量,较好地查明了场地软土和土洞的分布位置,为综合楼的地基处理提供了可靠的地质依据。   相似文献   

Seismically induced landslide displacements: a predictive model   总被引：27，自引：0，他引：27  

Roberto Romeo   《Engineering Geology》2000,58(3-4):337-351

Newmark's model for predicting earthquake-induced landslide displacements provides a simple way to predict the coseismic displacements affecting a sliding mass subject to earthquake loading. In this model, seismic slope stability is measured in terms of critical acceleration, which depends on the mechanical soil properties, pore-pressure distribution, and slope geometry. The triggering seismic forces are investigated in terms of energy radiation from the source, propagation, and site effects, based on 190 accelerometric recordings from 17 Italian earthquakes with magnitudes between 4.5 and 6.8. The method is based on the calibration of relations having the general form of an attenuation law that relates the energy of the seismic forces to the dynamic shear resistances of the sliding mass to propagate the expected landslide displacements as an inverse function of the distance from the fault rupture; the amount of displacement computed through these relations provides a criterion to predict the occurrence of slope failures. Finally, maps showing, in a deterministic and a probabilistic way, the potential of seismically induced landslide displacements are displayed as a tool to provide seismic landslide scenarios and earthquake-induced landslide hazard maps, respectively.  相似文献   

Intensity-based seismic risk assessment   总被引：1，自引：0，他引：1  

R. M. W. Musson   《Soil Dynamics and Earthquake Engineering》2000,20(5-8):353-360

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Characterization of seismic hazard and structural response by energy flux     

E. afak 《Soil Dynamics and Earthquake Engineering》2000,20(1-4)

Seismic safety of structures depends on the structure's ability to absorb the seismic energy that is transmitted from ground to structure. One parameter that can be used to characterize seismic energy is the energy flux. Energy flux is defined as the amount of energy transmitted per unit time through a cross-section of a medium, and is equal to kinetic energy multiplied by the propagation velocity of seismic waves. The peak or the integral of energy flux can be used to characterize ground motions. By definition, energy flux automatically accounts for site amplification. Energy flux in a structure can be studied by formulating the problem as a wave propagation problem. For buildings founded on layered soil media and subjected to vertically incident plane shear waves, energy flux equations are derived by modeling the building as an extension of the layered soil medium, and considering each story as another layer. The propagation of energy flux in the layers is described in terms of the upgoing and downgoing energy flux in each layer, and the energy reflection and transmission coefficients at each interface. The formulation results in a pair of simple finite-difference equations for each layer, which can be solved recursively starting from the bedrock. The upgoing and downgoing energy flux in the layers allows calculation of the energy demand and energy dissipation in each layer. The methodology is applicable to linear, as well as nonlinear structures.  相似文献   

State-of-the-art of geotechnical earthquake engineering practice     

W. D. L. Finn   《Soil Dynamics and Earthquake Engineering》2000,20(1-4)

Major developments in geotechnical earthquake engineering practice over the last 15 years are reviewed. The objectives of the review are to present a coherent view of the current state of practice at the highest level and to examine trends, which may shape practice in the future. Developments are described in the following areas: specification of design ground motions, dynamic response analysis, evaluation of liquefaction potential, evaluation of residual strength of liquefied soil, post-liquefaction displacement analysis, and seismic risk analysis.  相似文献   

Seismic stability analysis of reinforced slopes   总被引：4，自引：0，他引：4  

E. Ausilio  E. Conte  G. Dente   《Soil Dynamics and Earthquake Engineering》2000,19(3)

In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are derived that enable one to readily calculate the reinforcement force required to prevent failure and the yield acceleration of slopes subjected to earthquake loading. Several results are presented in order to illustrate the influence of seismic forces on slope stability. Moreover, a suitable procedure based on the assessment of earthquake-induced permanent displacement is proposed for the design of reinforced slopes in seismically active areas.  相似文献   

Shaking table test of failure of a shallow foundation subjected to an eccentric load   总被引：3，自引：0，他引：3  

M. Maugeri  G. Musumeci  D. Novit  C. A. Taylor 《Soil Dynamics and Earthquake Engineering》2000,20(5-8):435-444

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A Preliminary Interpretation of Near-field Observation Data of the Zhangbei Earthquake     

Shi Jinhu  Lai Xiaoling  Duan Yonghong  Li Songlin  Zhang Xiankang  Song Zhanlong  Yang Jian 《中国地震研究》2000,14(2):179-187

In this paper, a preliminary data processing was made for tbe aftershock records or theZhangbei M6.2 earthquake on Jan. 10, 1998. The hypocenters of 205 earthquakes with M_L≥0.5 were located. The result shows that most aftershockS were concentrated in a more than10 km long and 5～8 km wide NE-trending beIt. The source mechanism solutions of largeraftersbocks were also calculated, from which it can be inferred that the faulted zone of themain shock is an NE-trending fault. Furthermore, the spectral analysis of P waves was made.The corner frequency is about 10 Hz.  相似文献   

浅析中国地区体波走时层析成像研究进展   总被引：1，自引：0，他引：1       下载免费PDF全文

雷建设 《地震工程学报》2000,22(4):471-475

将中国地区划分为东西两部分详细地讨论了中国地区体波走时层析成像研究现状。总结了中国地区三维速度结构的一些特征：地震波速度存在明显的横向不均匀性,甚至在1100km左右深入还保留了这一特点,浅部层面地震波速度图像与地表已知的地质特征有较好的相关性,速度图像与地震活动性有一定的对应关系,岩石层厚度及地壳厚度的起伏状况等;最后分析了目前中国地区体波走时层析成像研究工作的特点并提出了一种可能的发展趋势。  相似文献   

地震的丛集性与断裂间的相互作用:兼论祁连山东段的地震危险性          下载免费PDF全文

陈文彬  徐锡伟  刘百篪 《地震工程学报》2000,22(2):126-133

从地震丛集的大量实例出发,讨论了地震丛集与断裂间相互作用的特点,基本规律、机理问题及问题及对地震预测的意义,在此基础上邓祁连册断裂带东段的地震危险性进行了定性分析,认为１９２７年古浪８．０级地震的发生对此区断裂的地震潜势产生深刻影响。它可能暗示：此区内的未来大震与１９２７年古浪地震分属两个地震丛集期;古浪地震的发生使行作为危险段的金强河－毛毛山断裂上的挤压应力显增大,从而延迟了未来大震的发震时间  相似文献