Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing     

Sung Eun Cho  Hyung Choon Park 《国际地质力学数值与分析法杂志》2010,34(1):1-26

Geotechnical engineering problems are characterized by many sources of uncertainty. Some of these sources are connected to the uncertainties of soil properties involved in the analysis. In this paper, a numerical procedure for a probabilistic analysis that considers the spatial variability of cross‐correlated soil properties is presented and applied to study the bearing capacity of spatially random soil with different autocorrelation distances in the vertical and horizontal directions. The approach integrates a commercial finite difference method and random field theory into the framework of a probabilistic analysis. Two‐dimensional cross‐correlated non‐Gaussian random fields are generated based on a Karhunen–Loève expansion in a manner consistent with a specified marginal distribution function, an autocorrelation function, and cross‐correlation coefficients. A Monte Carlo simulation is then used to determine the statistical response based on the random fields. A series of analyses was performed to study the effects of uncertainty due to the spatial heterogeneity on the bearing capacity of a rough strip footing. The simulations provide insight into the application of uncertainty treatment to geotechnical problems and show the importance of the spatial variability of soil properties with regard to the outcome of a probabilistic assessment. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

The cordierite‐bearing anatectic rocks of the higher Himalayan crystallines (eastern Nepal): low‐pressure anatexis,melt productivity,melt loss and the preservation of cordierite     

C. GROPPO  F. ROLFO  P. MOSCA 《Journal of Metamorphic Geology》2013,31(2):187-204

Cordierite‐bearing anatectic rocks inform our understanding of low‐pressure anatectic processes in the continental crust. This article focuses on cordierite‐bearing lithologies occurring at the upper structural levels of the Higher Himalayan Crystallines (eastern Nepal Himalaya). Three cordierite‐bearing gneisses from different geological transects (from Mt Everest to Kangchenjunga) have been studied, in which cordierite is spectacularly well preserved. The three samples differ in terms of bulk composition likely reflecting different sedimentary protoliths, although they all consist of quartz, alkali feldspar, plagioclase, biotite, cordierite and sillimanite in different modal percentages. Analysis of the microstructures related to melt production and/or melt consumption allows the distinction to be made between peritectic and cotectic cordierite. The melt productivity of different prograde assemblages (from two‐mica metapelite/metagreywacke to biotite‐metapelite) has been investigated at low‐pressure conditions, evaluating the effects of muscovite v. biotite dehydration melting on both mineral assemblages and microstructures. The results of the thermodynamic modelling suggest that the mode and type of the micaceous minerals in the prograde assemblage is a very important parameter controlling the melt productivity at low‐pressure conditions, the two‐mica protoliths being significantly more fertile at any given temperature than biotite gneisses over the same temperature interval. Furthermore, the cordierite preservation is promoted by melt crystallization at a dry solidus and by exhumation along P‐T paths with a peculiar dP/dT slope of about 15–18 bar °C^?1. Overall, our results provide a key for the interpretation of cordierite petrogenesis in migmatites from any low‐P regional anatectic terrane. The cordierite‐bearing migmatites may well represent the source rocks for the Miocene andalusite‐bearing leucogranites occurring at the upper structural levels of the Himalayan belt, and low‐P isobaric heating rather than decompression melting may be the triggering process of this peculiar peraluminous magmatism.  相似文献   

A model for moisture and heat flow in fractured unsaturated porous media          下载免费PDF全文

A.M. Varnosfaderani  B. Gatmiri  E.M. Haghighi 《国际地质力学数值与分析法杂志》2017,41(6):828-858

The present study investigates propagation of a cohesive crack in non‐isothermal unsaturated porous medium under mode I conditions. Basic points of skeleton deformation, moisture, and heat transfer for unsaturated porous medium are presented. Boundary conditions on the crack surface that consist of mechanical interaction of the crack and the porous medium, water, and heat flows through the crack are taken into consideration. For spatial discretization, the extended finite element method is used. This method uses enriched shape functions in addition to ordinary shape functions for approximation of displacement, pressure, and temperature fields. The Heaviside step function and the distance function are exploited as enrichment functions for representing the crack surfaces displacement and the discontinuous vertical gradients of the pressure and temperature fields along the crack, respectively. For temporal discretization, backward finite difference scheme is applied. Problems solved from the literature show the validity of the model as well as the dependency of structural response on the material properties and loading. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

大直径超长灌注桩水平承载性能的参数敏感性     

李洪江  童立元  刘松玉  包红燕  杨涛 《岩土力学》2018,39(5):1825-1833

大直径超长灌注桩是高规格建（构）筑物桩基工程的发展趋势,但有关其水平承载性能的研究还较少。依托江苏靖江文化中心大直径超长灌注桩建设项目,通过现场试桩试验获得了桩身水平受力及承载变形特征。采用孔压静力触探（CPTU）测试p-y曲线法构建了大直径超长灌注桩水平承载数值计算模型,在与现场试桩结果比对验证之后,进一步研究了桩径尺寸效应、桩顶嵌固形式、桩身倾角、竖向载荷对大直径超长灌注桩的影响规律。最后通过计算各影响因素的参数敏感度,实现了对大直径超长灌注桩水平承载性能参数敏感性的客观定量评价。研究结果表明：原位测试CPTU可以很好地应用于大直径超长灌注桩的水平承载分析,大直径超长灌注桩参数敏感度由大到小依次为：桩顶嵌固形式、尺寸效应、竖向荷载、桩身倾角。  相似文献   

水平加筋地基极限承载力的极限上限分析法     

曹文贵  谭建辉  胡卫东 《岩土力学》2018,39(6):1955-1962

水平加筋是广泛应用的软土地基处理方法之一,而水平加筋地基极限承载力的确定是其地基处理设计的重要依据。因此,首先结合条形基础下水平加筋地基的工程特点,在探讨其承载机制和破坏特点的基础上,考虑破坏间断面上筋材与地基土体的变形协调,构建出反映加筋参数变化影响的可变破坏模式及机动允许速度场;然后,在此基础上,通过重点研究筋材的能量耗散分析方法,并引入上限极限分析理论,建立出条形基础下水平加筋地基极限承载力分析模型,再引入序列二次规划优化分析理论,建立出条形基础下水平加筋地基极限承载力确定方法,它能充分反映加筋设计参数对地基破坏模式及承载力的影响;最后,通过试验结果与该方法及现有同类分析模型结果的比较分析,表明了该模型与方法的合理性与可行性。  相似文献   

CFRP布约束增强高强混凝土柱抗震性能数值分析     

王苏岩  ;曹怀超  ;徐振清 《地震学刊》2014,(6):712-717

采用地震工程开源模拟软件OpenSees（Open System for Earthquake Engineering Simulation）对CFRP（Carbon Fiber Reinforced Polymer,碳纤维增强复合材料）布加固高强钢筋混凝土方柱的抗震性能进行了数值分析。采用Steel02Material和Concrete02Material材料本构模型模拟了CFRP布加固高强混凝土方柱的抗震性能;在此基础上,进一步研究了轴压比和剪跨比这2个因素对试件抗震性能的影响。将所得数值分析结果与相同条件下的试验结果对比后发现：基于Steel02 Material和Concrete02 Material材料本构,利用OpenSees,可以较好地模拟CFRP布加固高强混凝土方柱的抗震性能,并且与试验结果（滞回曲线、骨架曲线、水平承载力和位移延性系数）能够较好地吻合,从而说明该数值分析方法还可以准确地反映出轴压比和剪跨比对高强混凝土柱抗震性能的影响规律。  相似文献   

基于OpenSees的RCS组合框架结构抗震性能模拟分析     

门进杰  胡俊  王秋维  郭智峰 《地震学刊》2014,(5):649-655

选取已有钢筋混凝土柱—钢梁组合结构（RCS）框架的低周期反复试验数据,采用地震工程开源模拟软件OpenSees对其进行有限元模拟,对比骨架曲线与滞回曲线,试验结果与有限元结果吻合较好。随后考察弯矩放大系数（Mc/Mb=0.86、1.48、2.04）、柱轴压比（n=0.06、0.2、0.3、0.6、0.8）对抗震性能的影响,得到了各参数下框架的滞回曲线、骨架曲线和各特征阶段的荷载与位移值。分析了框架的破化过程、延性与强度退化。结果表明：RCS组合框架滞回曲线饱满,具有良好的变形及耗能能力;随着弯矩放大系数的减小、柱轴压比的增大,框架的水平极限承载力降低、屈服状态提前、位移延性降低。分析结果可供有关研究或工程应用参考。  相似文献   

玉溪市自建民居的抗震性能分析     

李亚琦  贺秋梅  张江伟 《震灾防御技术》2014,9(1):103-109

由于施工、材料、改建等因素的影响,自建民居往往达不到抗震设防的目标.本文以玉溪市某社区房屋为例,利用砖混结构的震害预测计算方法,探讨了加层及底层改建的做法对自建民居抗震性能的影响.计算分析结果表明：加层会减低民居的抗震性能,层数越多,抗震性能越弱,而底层改建更明显地降低了民居的抗震性能.  相似文献   

Seismic performance and global ductility of RC frames rehabilitated with retrofitted joints by CFRP laminates     

M. Fakharifar  M. K. Sharbatdar  Z. Lin  A. Dalvand  A. Sivandi-Pour  G. Chen 《地震工程与工程振动(英文版)》2014,13(1):59-73

This paper presents a new FRP retrofi tting scheme to strengthen local beam-column joints in reinforced concrete(RC) frames.The new retrofi tting scheme was proposed following a preliminary study of four different existing retrofi tting schemes.A numerical simulation was conducted to evaluate the effectiveness of FRP-strengthened reinforced concrete frames by bridging behavior of local joints to the whole structure.Local confi nement effects due to varying retrofi tting schemes in the joints were simulated in the frame model.The seismic behavior factor was used to evaluate the seismic performance of the strengthened RC frames.The results demonstrated that the new proposed retrofi tting scheme was robust and promising,and fi nite element analysis appropriately captured the strength and global ductility of the frame due to upgrading of the local joints.  相似文献   

珠江三角洲都市圈国内旅游者空间行为模式研究   总被引：2，自引：0，他引：2  

陆林  汤云云 《地理科学》2014,34(1):10-18

以珠江三角洲（下称珠三角）都市圈国内主要客源地2009~2011年度中国100强旅行社官网旅游线路报价单为基础数据,研究了珠三角都市圈发展较为成熟阶段的旅游者空间行为模式及目的地类型,发现：① 珠三角都市圈旅游者空间行为模式总体上以营区基地式和完全环游式为主。不同客源地旅游者行为模式差异较大,广东省内旅游者以单目的地式和港澳小环游为主,其余客源地旅游者多采用营区基地式、往返式、区域环游式和完全环游式等旅行模式;② 珠三角都市圈各城市在旅游线路中出现的频次存在较大差异,总体呈现出3个等级层次关系,不同城市在大小珠三角都市圈以及不同客源地旅游线路中的角色与地位不同,据此得出珠三角都市圈各客源地的空间行为模式图;③ 比较大小珠三角都市圈在空间行为模式上的差异,发现港澳与珠三角地区在旅游发展上逐渐成为一个联系紧密的整体,但实现三地旅游一体化尚待时日。  相似文献