Assessment of seismic performance of extended pile‐shafts     

Y. H. Chai  S. T. Song 《地震工程与结构动力学》2003,32(12):1937-1954

The seismic performance of extended pile‐shafts subjected to the current level of displacement ductility demand is assessed for different soil conditions. Local curvature ductility demand is compared with the curvature ductility capacity provided by the current level of confining steel. Parameters in the assessment of extended pile‐shafts include the undrained shear strength of cohesive soils, relative density of cohesionless soils, aboveground height, longitudinal reinforcement ratio, axial force level and pile diameter. Results indicate that the curvature ductility demand in the pile decreases with increased soil stiffness but increases with increased aboveground height. The curvature ductility demand however is not sensitive to the longitudinal reinforcement ratio or axial force level, and is independent of the pile diameter. Results further indicate that the curvature ductility capacity available from the current level of confining steel may not be adequate for tall extended pile‐shafts, especially for piles with large longitudinal reinforcement ratio and embedded in soft or loose soils. Limits on the maximum longitudinal reinforcement ratio are suggested in the paper. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Characterization and reconstruction of a rock fracture surface by geostatistics   总被引：1，自引：0，他引：1  

A. Marache  J. Riss  S. Gentier  J.‐P. Chils 《国际地质力学数值与分析法杂志》2002,26(9):873-896

It is well understood that, in studying the mechanical and hydromechanical behaviour of rock joints, their morphology must be taken into account. A geostatistical approach has been developed for characterizing the morphology of fracture surfaces at a decimetre scale. This allows the analysis of the spatial variability of elevations, and their first and second derivatives, with the intention of producing a model that gives a numerical three‐dimensional (3D) representation of the lower and upper surfaces of the fracture. Two samples (I and II) located close together were cored across a natural fracture. The experimental data are the elevations recorded along profiles (using recording steps of 0.5 and 0.02 mm, respectively, for the samples I and II). The goal of this study is to model the surface topography of sample I, so getting estimates for elevations at each node of a square grid whose mesh size will be, for mechanical purposes, no larger than the recording step. Since the fracture surface within the sample core is not strictly horizontal, geostatistical methods are applied to residuals of elevations of sample I. Further, since structural information is necessary at very low scale, theoretical models of variograms of elevations, first and second derivatives are fitted using data of both that sample I and sample II. The geostatistical reconstructions are computed using kriging and conditional simulation methods. In order to validate these reconstructions, variograms and distributions of experimental data are compared with variograms and distributions of the fitted data. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

车载GPS道路数据采集与线形参数的计算   总被引：7，自引：1，他引：7  

姚连璧 《测绘学报》2002,31(Z1):45-49

在对我国公路现状进行普及调查的过程中,线形数据的采集和参数的计算是一项非常重要的工作.利用动态GPS进行公路线形数据的采集工作,通过后处理计算获得公路上各点准确的3维坐标,探讨了利用GPS获得的公路散点数据进行直线、圆曲线参数计算的方法,该方法无须给定参数的近似值,具有计算简单方便的特点.利用平差后直线和圆曲线的参数计算缓和曲线的参数,然后对直线、圆曲线、缓和曲线的连接给出了处理方法.利用在上海市外环线进行采集的车载GPS道路数据,采用叙述的方法对试验数据进行了处理,说明该方法是可行的.  相似文献   

非等谱非线性演化方程族的零曲率表示     

丁双双  王廷明 《中国海洋大学学报(自然科学版)》2005,35(6):921-922,928

基于梯度序列提出了1种构造非等谱演化方程族的零曲率方程的方法,作为例子讨论了由谱参数泛函梯度产生梯度序列时的特殊情况.  相似文献   

Seismic fine imaging and its significance for natural gas hydrate exploration in the Shenhu Test Area,South China Sea     

《China Geology》2020,3(4):524-532

Shenhu area in South China Sea includes extensive collapse and diapir structures, forming high-angle faults and vertical fracture system, which functions as a fluid migration channel for gas hydrate formation. In order to improve the imaging precision of natural gas hydrate in this area, especially for fault and fracture structures, the present work propose a velocity stitching technique that accelerates effectively the convergence of the shallow seafloor, indicating seafloor horizon interpretation and the initial interval velocity for model building. In the depth domain, pre-stack depth migration and residual curvature are built into the model based on high-precision grid-tomography velocity inversion, after several rounds of tomographic iterations, as the residual velocity field converges gradually. Test results of the Shenhu area show that the imaging precision of the fault zone is obviously improved, the fracture structures appear more clearly, the wave group characteristics significantly change for the better and the signal-to-noise ratio and resolution are improved. These improvements provide the necessary basis for the new reservoir model and field drilling risk tips, help optimize the favorable drilling target, and are crucial for the natural gas resource potential evaluation.  相似文献   

龙厦铁路石桥头隧道地表建筑物变形监测方法及计算分析     

封良泉  赵建三  时林军 《北京测绘》2009,(4):50-52

石桥头隧道横跨龙岩市区,隧道长、埋深浅、岩质差、地表建筑物密集。在隧道开挖初期,建筑物出现较大沉降、倾斜、拉裂和错裂,严重影响建筑物正常使用,危及居民安全。为此对建筑物进行了沉降监测、水平变形监测和倾斜监测,并计算建筑物的曲率,取得很好的效果,且对隧道施工起到很好的指导作用,本文简要的研究了其监测方法及计算分析。  相似文献   

基于模态曲率法的大跨度斜拉桥损伤识别   总被引：2，自引：0，他引：2  

李忠献  齐怀展  朱劲松 《地震工程与工程振动》2007,27(4):122-126

大跨度斜拉桥是重要的交通结构,研究其在主梁损伤条件下的损伤定位问题具有重要的工程价值。合理选择设计参数并对其进行敏感性分析,根据现场实测的桥梁动力特性数据,通过调整选定的设计参数对初始的有限元模型进行修正。在基准有限元模型的基础上,通过模拟不同位置和不同程度的主梁损伤,探讨了模态曲率法对结构损伤识别的有效性。结果表明,模态曲率法能够对大跨斜拉桥进行初步的损伤定位,确定主梁单处损伤和多处损伤的损伤位置;对于单处损伤,在噪声水平3%的情况下仍具有较好的适用性。从而为后期更为精确的桥梁结构损伤检测提供依据。  相似文献   

分水线、汇水线的多分辨率多阈值提取分析   总被引：1，自引：0，他引：1  

刘洋  杨晏立  何政伟  邓琮  张泽昆 《地理空间信息》2010,8(1):41-44

分水线、汇水线是水文信息的基础要素,其提取的方法有很多种。选择其中最为方便实用的一种作为研究方法,以四川省泸定县为研究区域,将DEM分辨率和平面曲率的阈值作为提取过程中的不确定性因素,通过分析不同分辨率DEM数据在设置不同平面曲率阈值情况下生成的分水线、汇水线的线密度的差异变化,从而体现出两者大小对分水线、汇水线提取的影响,为该地区水文参数的准确获取提供依据。  相似文献   

连续曲率张力样条方法参数选取     

方杨 《地理空间信息》2010,8(3):17-19

连续曲率张力样条方法在最小曲率格网化方程中引入张力参数,可以消除最小曲率拟合曲面在已知数据点之间的区域存在的较大波动和无关变形点,张力参数的取值在区间[0,1)。针对海面高数据,研究了张力参数取不同值的结果,得到了张力参数的最佳取值范围。  相似文献   

解平面质点问题之方法的新探讨     

林中和  梁德余 《广东海洋大学学报》1991,(1)

本文使三种平面坐标按一个固定关系互相配合,得到与此对应的一系列公式,为解大量的平面质点问题提供简便方法。  相似文献