FRP板桩墙变形计算方法探讨     

程瑶  徐舜华 《岩土力学》2006,27(Z2):929-931

FRP复合板桩弹性模量较低,在使用过程中易产生较大的变形而导致结构无法正常使用,因此设计时要考虑其变形特性。FRP复合板桩的变形包括弯曲变形和剪切变形两部分。通过一种简化的计算FRP板桩变形的方法,使FRP复合板桩设计更为方便。运用该法计算出的最大变形与有限元计算结果较为接近,表明该法具有一定的可靠性。  相似文献   

位移正反分析在地铁施工变位分配控制中的应用     

房倩  张顶立 《岩土力学》2006,27(Z1):406-411

采用浅埋暗挖法施工的城市地铁车站,开挖将不可避免地扰动土层引起地表沉降,从而对周围建构筑物的安全造成危害。由于地铁车站洞室的断面较大,大多采用分步开挖的方式施工,采用变位分配的方法通过预测每一步施工造成的地表沉降将最终的地表沉降分解到各个施工步序中,从而建立起各个阶段的地表沉降控制标准。这样,就可以通过加强对各个阶段的地表沉降的控制来实现对地表沉降进行整体控制的目的。而通过地质勘测所得的参数往往不能满足变位分配所依赖的数值模拟的要求,因此,反分析作为一种有效地补充手段来获得适合岩土工程数值模拟的力学参数。详细介绍了位移正反分析的特点、模型的建立条件和分析步骤,并通过工程实例验证了位移正反分析在预测地表沉降,从而提出变位分配控制标准的可行性。  相似文献   

Analytical model for the prediction of building deflections induced by ground movements     

Oliver Deck  Amresh Singh 《国际地质力学数值与分析法杂志》2012,36(1):62-84

The objective of this study is to develop an analytical model that can predict the building‐relevant deflections induced by tunnelling or mining subsidence. The model takes into account soil–structure interactions due to differences in stiffness between the ground and the building. The ground is modelled by the Winkler model with an initial ground curvature equivalent to the free‐field ground movements. The building is modelled by a horizontal beam with uniform loading. The static and cinematic equilibrium of both the ground and the building are then calculated to assess the final building and ground shape, and the building deflection is derived. The resulting analytical model is used to investigate the influence of the ground and the building's mechanical properties, the building load and the initial value of the free‐field ground curvature (hogging or sagging). The model appears to be more comprehensive than those reported elsewhere that address the problem with numerical models. In particular, the analytical model makes it possible to distinguish two different final situations—with continuous or discontinuous contact between the ground and the building. The model is compared with numerical results and used to analyse a case study. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Three‐dimensional responses of buried corrugated pipes and ANN‐based method for predicting pipe deflections     

Moon Kyum Kim  Seok Ho Cho  Ik Jung Yun  Jong Hwa Won 《国际地质力学数值与分析法杂志》2012,36(1):1-16

This study investigated localized responses, such as circumferential stresses, on corrugation and pipe deflections. Also, this study examined the effect of corrugation geometry on the overall and localized response of corrugated pipes with refined three‐dimensional modeling of the entire soil–pipe interaction system, including corrugation. To investigate the availability of the traditional two‐dimensional method, the results from the three‐dimensional finite element method (FEM) were compared with those from the two‐dimensional FEM. The soil–pipe modeling techniques of this study were verified by comparing the FEM results by Utah State University and analytical results. An artificial neural network (ANN)‐based model to predict vertical deflections of buried corrugated pipes was developed to overcome the shortcomings of existing methods and obtain results that are close to the level of accuracy of FEM results. In order to train an ANN, analyses on a large amount of data were executed with various standardized pipe geometries and burial depths regulated by the Korea Highway Corporation using the two‐dimensional FEM verified in this study. The widely used back propagation algorithm was adopted. The ANN‐based model developed in this study was shown to be an effective tool by comparing the results with test data and sensitivity analyses were executed based on the data from the developed ANN. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Probability of serviceability failure in a braced excavation in a spatially random field: Fuzzy finite element approach   总被引：2，自引：0，他引：2  

Zhe Luo  Sez Atamturktur  C. Hsein Juang  Hongwei Huang  Ping-Sien Lin 《Computers and Geotechnics》2011

A simplified framework is proposed for evaluating the probability of “serviceability failure” in a braced excavation in a spatially random field. Here, the “serviceability failure” is said to occur when the excavation-induced wall or ground movement exceeds specified limiting values. Knowledge of this probability can aid in engineering decision-making to prevent damage to adjacent infrastructures. The proposed framework consists of five elements: (1) finite element method (FEM) for analyzing wall and ground responses in a braced excavation, (2) fuzzy set modeling of parameter uncertainty, (3) spatial averaging technique for handling spatial variability, (4) vertex method for processing fuzzy input through FEM model, and (5) interpretation of fuzzy output. The proposed framework is demonstrated through a well-documented case history. The results show the proposed framework is simple and effective for assessing the probability of serviceability failure in a braced excavation in a spatially random field. To focus on the proposed fuzzy FEM approach, the scope of this paper is limited to one-dimensional modeling of spatial variability with an assumed exponential autocorrelation function.  相似文献   

Prediction of bridge temperature field and its effect on behavior of bridge deflection based on ANN method          下载免费PDF全文

WEN Jiwei  CHEN Chen 《世界地质(英文版)》2011,14(4):249-253

In recent years, the bridge safety monitoring has been paid more attention in engineering field. However, the financial and material resources as well as human resources were costly for the traditional...  相似文献   

联合多代卫星测高数据建立高分辨率浙江近海垂线偏差模型     

梁子亮  岳建平  吕志才  吉渊明 《测绘工程》2014,23(10):27-30

联合多代卫星测高数据,研究共线平均理论,在时域上削弱测高数据短波误差影响。基于EGM2008重力场模型及DTU10海面地形模型,采用沿轨迹加权最小二乘方法,确定浙江近海2.5′×2.5′分辨率格网点垂线偏差子午分量ξ和卯酉分量η,将所得计算结果与EGM96、EGM2008、ITG-Grace2010s模型值进行比较。结果表明:浙江近海垂线偏差模型与EGM2008模型的精度较为相近,在子午圈及卯酉圈上的RMS分别为±0.15320″、±0.63061″。  相似文献   

LZ-73型连续造斜器在兰陵铁矿勘查中的应用     

刘治 《探矿工程》2013,40(4):13-16

LZ系列连续造斜器作为一种定向造斜的工具,广泛应用于石油领域。而在小口径固体矿产钻探,则缺乏相应的成熟技术,一直未能较大范围的推广。针对兰陵铁矿矿区的地层情况与其造成钻孔普遍偏斜的原因,结合矿区连续造斜器的应用,介绍了LZ-75型连续造斜器的工作原理和2种定向方法,以及一些使用心得。  相似文献   

从水系的分布形态探讨沂沭断裂带的运动特征   总被引：1，自引：0，他引：1  

林爱明  饶刚  闫兵 《地学前缘》2013,20(4):125-136

郯城-庐江断裂带是纵贯中国大陆东部,长达2 000 km以上的大断裂带。该研究利用DEM数据和ETM,以及谷歌卫星影像来分析郯城-庐江断裂带中段的沂沭断裂带周边的水系的几何分布形态特征。三维卫星图像解译和野外调查的结果显示：(1)沿断裂带周边发育的水系的几何分布形态主要受由F1-F4 4条主要断层所组成的沂沭断裂带构造所制约;(2)沿断裂带发育的水系不具有典型的走滑断层的系统化的同步转折和位错的变形特征;(3)沂沭断裂带东侧的F1和F2断裂是现今的活动断裂,而F3和F4断裂在第四纪基本没有明显的活动迹象;(4)F1和F2断裂以垂向运动为主,具有高角度的逆断层或正断层的运动特征。该研究结果显示沿断裂发育的水系地貌和几何分布特征可作为评价断裂的活动性和运动特征的地貌标志。  相似文献   

地面微波干涉雷达与GPS测定桥梁挠度的对比试验分析     

黄声享  罗力  何超 《武汉大学学报(信息科学版)》2012,37(10):1173-1176

将步进频率连续波技术、合成孔径雷达技术和干涉测量技术相结合而构成的地面微波干涉雷达系统,可实现对地面目标的静动态高精度监测。介绍了利用该技术的IBIS系统在武汉阳逻长江公路大桥所开展的动态挠度测试情况,并与GPS测量结果进行对比分析。结果表明,地面微波干涉雷达技术不仅可以精细地测量桥梁挠度的动态变化,且精度高,可以真实地反映结构物的动态变形特征。  相似文献