两侧铰接地下连续墙的试验研究及数值分析   总被引：2，自引：0，他引：2  

裴颖洁  郑刚  刘建起 《岩土力学》2008,29(1):279-284

地下连续墙用于平面不规则形状基坑支护时,对任意直线段墙体,其受力与变形实际上是三维的,而不是一般经验简化方法假设的二维变形与受力,并应考虑相邻墙体之间的相互作用。采用考虑墙土相互影响的地下连续墙与土共同作用的三维有限元方法,研究了墙端铰接和墙端自由两种边界条件对等刚度及变刚度墙体内力与变形的影响,计算结果表明,建议的理论计算方法与模型试验结果吻合较好。通过与模型试验实测值的对比,指出了以往采用平面有限元进行分析的方法的不足,并重点分析了墙端铰接对墙体横向弯矩的影响,研究结果表明,三维变形产生的横向弯矩是可观的,必须加以考虑。  相似文献   

Elastostatic response of a pile embedded in a transversely isotropic half‐space under transverse loading     

A. Gharahi  M. Rahimian  M. Eskandari‐Ghadi  R. Y. S. Pak 《国际地质力学数值与分析法杂志》2013,37(17):2897-2915

In the framework of elastostatics, a mathematical treatment is presented for the boundary value problem of the interaction of a flexible cylindrical pile embedded in a transversely isotropic half‐space under transverse loadings. Taking the pile region as a stiffened subdomain of an extended half‐space, the formulation of the interaction problem is reduced to a Fredholm integral equation of the second kind. The necessary set of Green's functions for the transversely isotropic half‐space is obtained by means of a method of potentials. The resulting Green's functions are incorporated into a numerical procedure for the solution of the integral equation. The theoretical response of the pile is presented in terms of bending moment, displacement and slope profiles for a variety of transversely isotropic materials so that the effect of different anisotropy parameters can be meaningfully discussed. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

海岸沙丘表面现代风成沙地球化学元素分异的典型研究--以河北昌黎黄金海岸横向沙脊为例   总被引：2，自引：0，他引：2  

龙黎  董玉祥  孙忠 《沉积学报》2012,30(4):724-730

在我国海岸沙丘主要分布地区河北昌黎黄金海岸选取代表性的海岸横向沙脊为研究对象,对其典型断面上沙丘表面不同部位的21种地球化学元素的含量进行了比较分析。结果表明,Co、Zr和Mg三种元素在海岸沙脊表面不同部位的含量差异明显且与海滩沙相比含量差异较大,Cr、Pb、Ti、Nb、As、Mn、Zn和Ba等8种元素的含量差异程度中等,但Y、Ca、Fe、Na、Al、Sr、P、K、Rb和Si等10种元素的差异并不明显,而11种差异程度中等以上元素在海岸横向沙脊迎风坡脚、迎风坡、脊顶、背风坡、背风坡脚等部位的含量变化特征并不一致,呈现出不同的分异模式,其主要原因是受沉积环境、化学元素性质、粒度特征及营力的影响等。  相似文献   

岩矿玉板画及其工艺研究开发新途径     

明星  牛焕友 《华南地质与矿产》2010,(3):83-85

岩矿玉板画是以天然岩石板材为原料的一种新型石质艺术绘画品,但目前尚存在色调较单一,颜色对比度过强,从而使其对不同绘画艺术风格的适应性较差。其克服办法是先将画面设计图稿输入电脑,由电脑指令机械系统进行纵、横向雕刻,后进行着色充填-打磨抛光;再选择画面中色调较复杂或需要有大量过渡色的地方进行多次隔行套刻-着色充填-打磨抛光,直至获得满意效果。  相似文献   

The Acquisition Technique of High-resolution Seismic Data for the Prospecting of Active Faults     

Zhao Chengbin  Liu Baojin  Ji Jifa 《中国地震研究》2011,25(3):320-329

The high-resolution shallow seismic technique can be used for more accurately prospecting the position and property of faults and for the preliminary study of fault activity.The author obtains many high quality stack time sections through the prospecting methods of different seismic sources,different group intervals and different observation systems on the Xiadian fault.These sections clearly display the stratum structure and the structure characteristics from several meters to several hundred meters of the...  相似文献   

活动断裂探测的高分辨率地震数据采集技术   总被引：1，自引：1，他引：0  

赵成彬  刘保金  姬计法 《震灾防御技术》2011,6(1):18-25

高分辨率浅层地震勘探技术能够较准确地探测活动断层的位置、性质,并初步研究断裂的活动性。作者在夏垫断裂上采用不同激发震源、不同道间距、不同观测系统参数的探测方法,获得了多条高质量叠加时间剖面图,图中清晰地显示了从几米到几百米深度范围内的地层结构和构造特征。通过对这些叠加时间剖面的分析,获得了不同激发震源、不同道间距、不同观测系统参数时间剖面的分辨率。给出了对于不同的探测目标层埋深和精度要求所适用的探测方法和工作参数,为提高断层探测的分辨率和活动断层最新活动时代的确定精度奠定了良好的基础。  相似文献   

2009年山西5次横切变暴雨的对比分析   总被引：4，自引：0，他引：4  

苗爱梅  贾利冬  李苗  晋立军  范光海 《气象》2011,37(8):956-967

利用常规和非常规气象观测资料,针对2009年汛期山西境内出现的5次横切变区域性暴雨天气过程进行流型配置、物理量诊断、卫星、雷达、GPS/MET资料以及可预报性综合分析。发现：5次横切变暴雨过程中2009年7月7 8日的暴雨过程是暴雨范围最大、降水强度最强、系统配置最完整的一次;连阴雨过程中无论是暴雨日还是非暴雨日都具有湿度大、湿层厚的特征,这是与其他4次非连阴雨暴雨过程的最大区别;对流性或混合性暴雨,在暴雨发生前1 2小时500hPa及其以下都具有θse随高度的增高而减小、500hPa以上都具有θse随高度的增高而增加的特征,稳定性暴雨则具有θse随高度的增高而增加的特征。5次暴雨过程500 hPa副高均为纬向型,700 hPa均有西南急流轴配合以及大陆小高压相伴,暴雨落区均位于气柱水汽总量梯度的大值区到大值区南（东）部0.5个经纬度的范围内。分析结果表明：小高压的位置不同导致了不同风向的辐合和不同走向的横切变线产生,急流头向北伸展的纬度不同导致了横切变线所处的纬度差异,直接影响暴雨的落区;低涡的强度不同使得降水量发生明显的差异;高低空系统配置越完整暴雨落区和量级的可预报性也越强;连阴雨过程中垂直速度、水汽通量散度、垂直风切变是提前24小时判断暴雨发生与否的敏感因子;水汽锋区走向与中低层切变线走向基本一致,在降水开始前,稳定性暴雨过程比强对流暴雨过程水汽锋区形成时间有更多的提前量,且对流越强烈水汽锋区形成的时间越晚。  相似文献   

Folding of the Gediz Graben Fill,SW Turkey: Extensional and/or Contractional Origin?     

《Geodinamica Acta》2013,26(3):145-167

Folds constitute a significant part within the dominantly extension-related deformation pattern of the Gediz Graben and their origin either extensional or contractional has been the subject of debate. Field and subsurface data presented in this paper suggest that folds of contractional and extensional origin coexist in the graben-fill sediments. Contractional folds are predominantly observed within the Alasehir formation. A north vergent, plunging, asymmetrical to overturned geometry characterizes these folds and they are commonly observed in association with south dipping both thrust and reverse faults; the presence of thrust/reverse faults in the Gediz Graben is documented for the first time here. Fault data suggest an approximately N–S direction of compression that has governed the contractional deformation. Yet the limited distribution of these structures prevents to relate them with confidence to a regional deformation phase.

Extensional folds occur in association with normal faults either as structures longitudinal or transverse with respect to the general graben trend. Transverse folds are a very common within the buried graben block, owing to the lateral displacement gradients (lateral difference in offset) on the individual fault segments along the southern margin of the graben. Synclines and anticlines have formed at displacement maxima and minima, respectively. Thickness of strata increases at synclines and decreases at anticlines, thus indicating the syn-depositional origin of the folding.  相似文献   

3D dynamic response of a transversely isotropic multilayered medium subjected to a moving load          下载免费PDF全文

Zhi Yong Ai  Jin Jing Mu  Guang Peng Ren 《国际地质力学数值与分析法杂志》2018,42(4):636-654

The dynamic problem of a transversely isotropic multilayered medium is reducible to quasi‐static problem by introducing a moving system that travels synchronously with the load. Based on the governing equations in the moving system, the ordinary differential equations in the Fourier transformed domain are deduced. An extended precise integration method is adopted to solve the ordinary differential equations, and the solution in the physical domain is recovered by the inverse Fourier transform. Numerical examples are performed to verify the accuracy of the presented method and to analyze the influence of material properties and the load characteristic.  相似文献   

山区公路典型沥青路面结构容许横向沉降差研究     

阳恩慧  邱延峻  向可明 《岩土力学》2010,31(10):3329-3336

大量的研究表明,路基不均匀沉降导致上部路面结构在车辆重复荷载作用下出现早期的破坏,严重影响了路面服务性能,而现有的路面结构设计未考虑路基不均匀沉降对路面结构的影响。在以往对路基不均匀沉降研究的基础上,采用有限元程序ABAQUS分析了在路基发生不均匀沉降条件下,路面承受车辆重复荷载作用的动力学响应以及路面开裂的变化过程,引入损伤变量定量描述了路面的破坏过程,分析了路基横向沉降差对路面开裂的影响,并参照路基边坡稳定安全系数的定义及规范取值。在此基础上,提出了山区公路典型沥青路面结构的容许横向沉降差值为2.2‰,并建议将其作为路基路面结构整体设计的一个控制指标加以考虑,以避免路基不均匀沉降导致的路面早期破坏,从而提高山区高等级公路的设计及建造水平。  相似文献