基于有限元强度折减法的边坡稳定性分析

运用有限元强度折减法进行边坡的稳定性分析,同时运用简化bishop法对比结果,发现运用强度折减法进行边坡稳定性分析时,伴随着折减系数的增大,边坡的坡顶水平位移最初缓慢增大,但当折减系数接近边坡的安全系数,坡顶水平位移突然急剧减小,边坡的塑性区也伴随着折减系数的增大,从无到有,直到基本贯通。运用简化bishop法计算的结果和强度折减法的结果对比后得知,两者计算得到破裂面基本一致,但是简化bishop法得到的安全系数偏于保守。     

Quantifying time lag of epikarst-spring hydrograph response to rainfall using correlation and spectral analyses

Understanding spring-flow characteristics in karst areas is very important for efficient utilization of water resources. The time lag of a spring-hydrograph response to rainfall is related to karst hydrogeological properties such as thickness, porosity and hydraulic conductivity. The length of the time lag can be determined based on results of the time-series analysis. However, some approaches, with different identifying indicators, give different lengths of the time lag. In this study, the flow-discharge series of two hillslope springs located in a karst area of southwest China were used to compute lengths of the time lag. The thickness and porosity of the epikarst-zone fractures on the two hillslopes were estimated based on a ground-penetrating radar investigation and field measurement. Based on comparison of lengths of the time lag computed by auto- and cross-correlation analyses, the identifying indicators of the time lag were classified into three types for measuring short, intermediate and long-term responses of the spring hydrograph to rainfall. The study also reveals that the time lag of spring-hydrograph response to rainfall in the thick epikarst zone is much longer than that in the thin epikarst zone.     

气候变化和人类活动对永定河流域径流变化影响定量研究

以永定河流域为研究对象,在对永定河流域1957-2010年降水、实际蒸发和气温实测资料进行趋势分析的基础上,建立SWAT模型,验证了还原径流的必要性,对气候变化和人类活动对永定河流域径流的影响进行了定量研究。结果表明：20世纪60、70年代为永定河流域的丰水期,80年代至今为枯水期。永定河流域80年代后的实测径流资料受气候变化和人类活动影响显著,需进行径流还原后才能保证径流资料的一致性。气候变化是80年代后期径流减少的主要原因,其贡献量约占总减少量的65.4%,人类活动的贡献量占34.6%,也是不容忽视的因素。     

Digital Image Based Approach for Three-Dimensional Mechanical Analysis of Heterogeneous Rocks

Summary This paper presents a digital image based approach for three-dimensional (3-D) numerical simulation and failure analysis of rocks by taking into account the actual 3-D heterogeneity. Digital image techniques are adopted to extract two-dimensional (2-D) material heterogeneity from material surface images. The 2-D image mesostructures are further extrapolated to 3-D cuboid mesostructures by assuming the material surface as a representation of the inner material heterogeneity within a very small depth. The iterative milling and scanning system is set up to generate the 3-D rock mesostructures. A Hong Kong granite specimen is used as an example to demonstrate the procedure of 3-D mesostructure establishment. The mechanical responses and failure process under the conventional Brazilian tensile test condition are examined through numerical analyses. The stress distribution, crack propagation process and failure model of heterogeneous material cases are simulated with a finite difference software. The numerical results indicate that material heterogeneity plays an important role in determining the failure behavior of rocks under external loading.     

北淮阳金寨—苏仙石地区中生代花岗岩的成因类型及岩浆演化特征

摘 要　 北淮阳金寨—苏仙石地区中生代侵入岩出露面积约150km 2 ‚按岩石谱系单位的划 分原则‚可分为3个超单元（包括10个单元）和3个独立单元。根据主要造岩矿物及副矿物组 合、岩石化学和地球化学特征判别结果‚岩体成因类型以 I 型为主‚少数为 A 型和 S 型。岩 浆来源约30km 深处‚相当于下地壳或壳幔过渡部位。岩体形成深度约3～4km‚压力约0∙1 ～0∙2GPa。形成温度约866～1150℃‚氧逸度 log f O 2 平均为—10∙97。进一步讨论了岩浆的 水逸度、水压及岩浆密度、岩浆演化和侵入岩与火山岩的成因关系。     

东昌湖2001-2010年水质动态变化分析

选取pH、DO、CODCr、TN、TP等水质指标近10a的监测数据,采用单因子指数及内梅罗指数法,对东昌湖六湖区水质动态变化进行了分析研究。结果表明:pH、DO单因子指数在调查年度内呈波动中下降趋势,且均满足IV类水水质标准;TN、TP、CODCr三项指标单因子指数较大,对湖区水体质量影响较大,是造成东昌湖水体质量变化的主要原因,特别是TN、TP;内梅罗指数呈波动中下降趋势,表明东昌湖水质近10a内在逐步改善。最后在认真分析东昌湖水质动态变化状况的基础上,进一步提出了针对性的防治建议。