Experimental research on mechanical characteristics and strength criterion of rock of triaxial unloading tests under different stress pathsEI北大核心CSCD     

Zhao Guo-yanDai BingDong Long-junYang Chen 《岩土力学》2015,(11):3121-+

By carrying out triaxial unloading test under different stress paths on rock, the complete stress-strain curves, deformation characteristics and its strength criterion are studied. The test results show that the relation between lateral strain and confining pressure firstly is linear, and then is nonlinear in the total stage of unloading confining pressure. And its growth rate is about 3 to 5 times the growth rate of the axial strain. It shows obvious lateral dilatancy, and the degree of dilatancy is related to the unloading path. According to the area that is enclosed by confining pressure and volumetric strain curve, it can be seen that the greater the confining pressure is before unloading, the more the energy releases. Deformation modulus decreases gradually with the unloading confining pressure, and increases with the initial confining pressure; the relation between deformation modulus and confining pressure shows negative exponential distribution overall. At the same unloading paths, the reduction of the deformation modulus increases with the increase of initial confining pressure. The Poisson's ratio rises up continually, and the variation law with the confining pressure can be well described by nonlinear. Failure characteristics of rock are mainly shear failure. The strength characteristics of rock can be well characterized by using the Mohr strength criterion of power function. These conclusions provide reliable theoretical reference and guiding significance for the deep mining of the underground metal mine.  相似文献   

目标样本粒度判据在海湾环境演变研究中的运用——以福建前湖湾为例     

俞鸣同  刘秀铭  杨华玮  曹宏伟  唐荣骏  刘巍  龚正权  陈有喜  陈樱  孙巧红  郭杰 《海洋学报》2015,37(9):106-112

高密度采集福建前湖湾海岸剖面133个泥沙样品做粒度分析,其频率曲线显示多种粒度分布特征,预示多种沉积环境的变化。采集研究剖面周边海滩、河口浅滩、河口、滨海沼泽和海岸沙丘等已知环境的样品作为目标样本。将目标样本沉积参数平均粒径(Mz)、标准偏差(σ)、峰态(Kg)设为判别参数,利用Excel计算海岸剖面样品与目标样本参数的距离,筛选最小距离样品,归为已知目标样本的同类。据此,分析了海岸剖面蕴含的6个沉积环境变化阶段。利用剖面底部淤泥测年14C=(328 15±170)a BP,和剖面上部泥炭测年14C=(24 130±100)a BP,了解这一变化发生的年代。自(32 815±170)a BP以来,前湖湾经历了河口浅滩-河口、沙丘-河口-滨海沼泽-海滩-沙丘等海岸环境演变过程。  相似文献   

冲击荷载作用下新型延展式张力腿平台时域分析     

巩超  黄维平 《海洋工程》2015,33(1):24-30

延展式张力腿平台是一种适用于深水油气开采的海洋平台结构。提出一种新型平台由四个立柱和一个环形浮箱连接而成,环形浮箱是由四个箱型梁焊接而成。根据给出的南海海域的海况条件和相应的规范计算结构的环境载荷,运用SESAM软件Deep C模块,考虑风、浪、流等环境荷载的作用和张力腿系统的非线性影响,进行了时域耦合分析,得到了平台的运动位移时程、张力腿系统张力时程和张力极值等。模拟波浪破碎作为冲击载荷,得到张力腿平台在冲击荷载作用下的运动位移时程、张力腿系统的张力时程。研究结果表明:该新型平台具有良好的运动响应,张力筋腱应力满足安全要求;在冲击载荷作用下新型平台的运动响应也满足要求。  相似文献   

非线性Hoek-Brown强度折减技术   总被引：1，自引：1，他引：0  

符文熹  王启鸿  刘长武 《地质灾害与环境保护》2010,21(2):82-87

为精确执行非线性Hoek-Brown(HB)强度折减,首先在p-q空间分析了HB曲线任意点切线与Mohr-Coulomb(MC)准则的对应关系,推求了HB屈服函数材料折减系数和强度折减系数的关系,提出了潜入强度折减系数的HB弹塑性分析模型,介绍了在Flac3D平台上二次开发实现非线性HB强度折减的基本思路。对一边坡算例用本文方法和简化Bishop法进行了对比分析,计算结果表明,潜入强度折减系数的HB弹塑性模型计算获得的边坡潜在滑动面形态、位置和相应的安全系数,与简化Bishop法计算结果很接近。  相似文献   

城市元胞自动机扩展邻域效应的测量与校准研究   总被引：3，自引：1，他引：2  

廖江福  唐立娜  王翠平  许通 《地理科学进展》2014,33(12):1624-1633

城市元胞模型由于在定量分析与预测城市动态的潜力而受到众多研究者的持续关注.邻域规则是主导城市元胞模型模拟过程的关键组件.研究表明,不同土地利用组合间存在显著的邻域效应,且邻域效应具有惯性、排斥和吸引等影响.然而,传统城市元胞模型主要考虑的是特定分辨率下较小窗口的邻域范围.本文尝试刻画更大窗口的邻域效应及其对元胞模型的影响.基于测量的扩展邻域因子,应用粒子群优化算法校准大窗口邻域规则,并创建了考虑扩展邻域效应的城市元胞模型.为验证模型有效性,将其应用于模拟厦门市1995-2010年期间的城市扩张动态.与3×3摩尔邻域的逻辑回归模型相比较,1995-2010年期间的建设用地模拟精度从80.7％提高到83.9％,总体精度从87.8％提高到89.6％,Kappa系数从70.0％提高到74.5％,表明考虑扩展邻域效应的城市模型取得了更好的模拟效果.  相似文献   

Warmer-Get-Wetter or Wet-Get-Wetter? A Criterion to Classify Oceanic Precipitation     

Chengcheng Qian  Ge Chen 《中国海洋大学学报(英文版)》2014,13(4):552-560

In this study, the temporal and spatial variations of observed global oceanic precipitation during 1979–2010 are investigated. It is found that the global trend in precipitation during this period varies at a rate of 1.5%/K of surface warming while the rate is 6.6%/K during 2006–2010. The precipitation is highly correlated with Sea Surface Temperature(SST) in both the temporal and the spatial patterns since the strong 1997–98 El Nino event. Considering the distributions of precipitation and SST, seven oceanic regions are classified and presented using the observed Global Precipitation Climatology Project(GPCP) data and Extended Reconstructed Sea Surface Temperatures, version 3(ERSST.v3) data. Further examining the mechanisms of the classified oceanic precipitation regions is conducted using the Tropical Rainfall Measuring Mission(TRMM) satellite, GFDL-ESM-2G model precipitation and SST data and Hadley Center sea ice and SST version 1(Had ISST1) data. More than 85% of global oceanic precipitations are controlled by either one or both of the warmer-get-wetter mechanism and wet-get-wetter mechanism. It is estimated that a 0.5 SST signal-to-noise ratio, representing the trend of SST time series to the standard deviation, is a criterion to distinguish the mechanism of a region. When the SST ratio is larger than 0.5, the precipitation of this region is controlled by the warmer-get-wetter mechanism. SST, rather than the humidity, is the pivotal factor. On the other hand, when the SST ratio is less than 0.5, the precipitation is controlled by the wet-get-wetter mechanism. The SST variability is a significant factor contributing to the precipitation variation.  相似文献   

Experimental research on the mechanical properties of methane hydrate-bearing sediments during hydrate dissociation     

《Marine and Petroleum Geology》2014

This paper describes studies of the effect of hydrate dissociation on the safety and stability of methane hydrate-bearing sediments. Methane hydrates within the sediments were dissociating under the conditions of a confining pressure of 0.5 MPa, 1 MPa, 2 MPa and a temperature of −5 °C. After 6 h, 24 h, or 48 h, a series of triaxial compression tests on methane hydrate-bearing sediments were performed. The tests of ice-clay and sediments without hydrate dissociation were performed for comparison. Focusing on the mechanical properties of the sediments, the experimental results indicated that the shear strength of the ice-clay mixtures was lower than that of the methane hydrate-bearing sediments. The strength of the sediments was reduced by hydrate dissociation, and the strength tended to decrease further at the lower confining pressures. The secant modulus E_S of the sediments dropped by 42.6% in the case of the dissociation time of the hydrate of 48 h at the confining pressure of 1 MPa; however, the decline of the initial yield modulus E₀ was only 9.34%. The slower hydrate dissociation rate contributed to reducing the failure strength at a declining pace. Based on the Mohr–Coulomb strength theory, it was concluded that the decrease in strength was mainly affected by the cohesive reduction. Moreover, the mathematical expression of the M–C criterion related to the hydrate dissociation time was proposed. This research could be valuable for the safety and stability of hydrate deposits in a permafrost region.  相似文献   

基于T213集合预报的延伸期产品释用方法及初步试验   总被引：1，自引：0，他引：1  

陈良吕  陈静  陈德辉  田华  周迪  汪娇阳 《气象》2014,40(11):1293-1301

基于T213集合预报系统2008年1月中国及附近区域500 hPa高度和850 hPa温度的1~15 d预报资料,构建延伸期产品释用方法,通过对逐日11~15 d预报资料做集合平均和后向衰减权重系数滑动平均,进而得到延伸期(11~15 d)候平均和候距平预报,并对预报效果进行检验,结果表明:对11~15 d预报场做集合平均和后向衰减权重系数滑动平均均能降低预报误差,改善整体预报效果。由此得到的500 hPa高度场和850 hPa温度场11~1 5 d候平均预报误差与逐日控制预报第5d的水平相当,候距平相关系数均接近0.6,整体而言效果较好,具备一定的应用价值。500 hPa高度场和850 hPa温度场11~15 d候距平预报在中国大陆地区位相准确率均较高,东南沿海和东北部分地区稍差,且850 hPa温度场的位相准确率整体高于500 hPa高度场。候距平预报对延伸期(11~15 d)的大范围持续性异常距平具有较强的捕捉能力,对异常距平出现的范围和分布、强距平中心的位置的预报均较好,但强度整体偏弱。  相似文献   

基于Auto CAD扩展属性的多边形面积统计汇总应用     

郭振华  薛兰格 《北京测绘》2014,(3):57-60,56

提出在不规则多边形面积统计汇总工作中应用基于Auto CAD扩展属性的技术,对多边形的对象属性进行存储,将多边形图形数据与属性数据一体化结合,实现了多边形图形多元化处理,如统计分析、汇总报表、图形标注等的自动化、智能化,为不规则多边形面积处理提出了一种较新的处理思路。本文结合工程实例,通过对比分析详细介绍了该技术的具体应用过程。  相似文献   

条件平差和间接平差模型应满足的两个等式关系     

张俊  袁亮  张鹏飞 《测绘与空间地理信息》2014,(12)

条件平差和间接平差法是两种最基本的测量数据处理的方法,在整个工科数据处理中得到了广泛应用.但是,实践中,一些工程人员对这两种平差方法的区别与联系并不十分了解.本文基于最小二乘准则解的本质,推导出了条件平差法与间接平差法系数阵和常数项间应满足的两个等式关系,有助于广大工程人员理解这两种测量平差的本质与联系.  相似文献