Geotechnical and Geological Engineering - The failure of landslide control project presents a deformation that continues to develop along the crack system, and the continuous failure of mechanical... 相似文献
In certain field conditions such as offshore projects under wave loads or embankments under traffic loads, both the vertical and horizontal stresses are variable. However, previous investigations rarely considered the variation in horizontal stress. To better understand the characteristics of natural saturated soft clay, a series of monotonic and cyclic triaxial tests with a K0-consolidation state were carried out under a variable confining pressure (VCP) stress path. The development of axial strain, pore water pressure and effective stress path is analysed. The results show that with the increase in η (the ratio of the variation in the mean effective principal stress to that of the deviatoric stress), the undrained shear strength (qf) decreases continuously. The pore water pressure generation is slightly improved under a stress path with increasing confining pressure. Based on the test results, a unified formula was established to predict the pore water pressure under VCP stress paths. The unique p–q–e relationship of normally consolidated clay in monotonic VCP triaxial tests was also demonstrated. Under VCP stress paths, the amplitude of the pore pressure increases, and the effective stress path tilts more sharply to the right. Moreover, a unified formula was established that can provide a good reference for predicting effective stress paths under cyclic VCP triaxial tests.
利用中尺度数值模式WRF(Weather Research and Forecasting)的数值模拟,结合NECP/FNL再分析资料、地面、探空、多普勒雷达基数据和卫星产品等观测资料,综合分析了2014年3月30日发生在贵州省西南部的一次冰雹天气过程。研究了有利于冰雹发生的环流特征和环境条件,分析了冰雹云系的发展演变特征、云微物理结构特征,初步分析了冰雹形成的云物理机制。结果表明:此次冰雹天气是典型的低压辐合线型降雹类型,地面降雹位置位于700 hPa切变线和近地面辐合线附近及南侧;发生此次冰雹过程的对流云系经历了对流云系的初生阶段、合并加强阶段、成熟降雹阶段和东移阶段。贵州地区上空对流云系的微物理结构具有混合相云特征,高层为冰晶、雪,中层为云水、霰,低层为雨水、冰雹。霰和云水是形成雨水和冰雹的主要来源,霰撞冻过冷云水和霰的自动转化是冰雹形成的主要微物理机制。 相似文献