Improved finite element–based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect

The shear strength envelope of most geotechnical materials is nonlinear. In this study, the finite element–based limit equilibrium method (FELE) is improved to assess the stability of a prescribed slip surface that obeys a nonlinear failure criterion. Two nonlinear failure criteria, namely, the Barton criterion and the generalized Hoek-Brown (GHB) criterion, are implemented. A power curve model that can perfectly fit the envelope of the GHB criterion is proposed to explicitly express the shear strength from the normal stress. The algorithm of the improved FELE, which includes a nonlinear criterion, is explained in detail, and the fast convergence of the method is checked by evaluating examples. The numerical examples show that, for a smooth slip surface, FELE can calculate a greater factor of safety (FOS) than that calculated using the Morgenstern-Price (MP) method when the strength criterion of slip surface is nonlinear. In addition, FELE can determine the bell-shaped distribution of the increase in normal stress caused by anchoring measures, which cannot be considered in the MP method.     

Application of multivariate model based on three simulated sensors for water quality variables estimation in Shitoukoumen Reservoir,Jilin Province,China

This study applied a multivariate model based on three simulated sensors to estimating water quality variables in Shitoukoumen Reservoir, Changchun City, Jilin Province, China, including concentration of total suspended matter, concentration of chlorophyll-a and non-pigment matter absorption. Two field campaigns for spectra measurements with a total of 40 samples were carried out on June 13 and September 23, 2008. The in-situ spectra were recalculated to the spectral bands and sensitivities of the instruments applied in this paper, i.e. Landsat TM, Alos and P6, by using the average method. And the recalculated spectra were used for estimating water quality variables by the single model and multivariate model. The results show that the multivariate model is superior to the single model as the multivariate model takes the combined effects of water components into consideration and can estimate water quality variables simultaneously. According to R ² and RMSE, Alos is superior to other sensors for water quality variables estimation although the precision of non-pigment matter absorption inversion performed the second.     

三江平原挠力河上游流域水文过程及其驱动力模型研究

以三江平原挠力河上游流域为研究对象,选择年均流量和洪峰流量两个水文参变量,对流域降水、耕地面积和各水文参变量的统计回归分析,分别建立水文过程的单因素模型,用于分析气候变化、土地利用变化对水文过程的影响。在定量区分土地利用变化和气候变化的水文效应基础上,利用最小二乘法建立基于降雨量和耕地面积两种因素的流域水文过程驱动力模型。研究结果表明:(1)1956-1975年间降雨量对水文过程的影响非常显著,之后影响逐渐降低,总体上为气候模型对年均流量的模拟能力高于洪峰流量;(2)流域耕地面积,自1954年以来不断扩张,但未对水文过程产生显著影响,对洪峰流量的影响高于对年均径流的影响;(3)研究区的水文过程驱动力模型的模拟效果较好,相比单因素模型,年均流量和洪峰流量的模拟精度均得到较大提高,RMSE分别为0.5和1.04;对年均流量的模拟精度更高一些,决定性系数为0.933;(4)总体上,研究区水文过程受气候变化的影响程度高于土地利用变化,但土地利用变化对水文过程的影响不容忽视,尤其是对洪峰流量的影响呈增大趋势。     

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郑州城市游憩地意象空间分析

城市游憩地意象空间分析对城市旅游的规划与开发具有重要的指导意义。以城市居民和外来游客为研究对象,采用意象草图调查和问卷调查相结合的方法对郑州市游憩地意象空间进行研究。研究表明,居民和游客构图特点存在一定差异,并且草图中有一些城市意象5种要素无法涵盖的成分。通过对草图和问卷调查结果的分析,对郑州市的游憩地开发提出了一些建议。     

Research on the Characteristics of Deep and Shallow Structures in Shenyang City and Their Relationship with Seismic Activities

Deep and shallow tectonic data in Shenyang and its relationship with seismic activity shows that the NE trending faults developed on the surface control the formation and development of the fault-uplift and fault-depression.The uplift and depression of the bedrock at a depth of 7km underground are consistent with the surface structure.12 planar listric normal faults have developed above a depth of 18km ～ 20km and two deep faults have developed in the lower crust.Because of the deep incision and new activities,the surface Wanggangpu-Xinchengzi fault and Yongle-Qingshuitai fault,which correspond to the deep F3 fault and F6 fault,might be related to seismic activity in Shenyang.     

复杂层状模型中多次波快速追踪——一种基于非规则网格的最短路径算法

使用不规则网格单元划分下的最短路径算法,结合分区多步计算技术实现了二维和三维复杂层状起伏介质中的多次透射、反射及转换波的追踪计算.其原理是将模型按速度界面分成若干个独立的计算区域(在速度界面和起伏地表处采用一种不规则网格单元划分),采用分步计算技术进行多次波的追踪计算.通过与有限差分下快速行进法的比较,表明无论是计算精度还是CPU时间,不规则最短路径算法均好于快速行进法算法.最后,实例模拟中给出了二维、三维复杂层状模型(包括Marmousi模型及含低速体的模型)中的多次透射、反射及转换波的追踪计算,验证了不规则最短路径算法的功能.     

萨马岛以东海域的一个次表层暖涡

通过对1988年和1989年由中国科学院海洋研究所“科学一号”船在菲律宾以东海域获得的CTD调查资料的分析,发现在萨马(Samar)岛以东海域200m层下存在着一个东西跨度约为3个经度、南北跨度约为3个纬度的次表层暖涡,本文简称为Samar暖涡。这个暖流的强度、位置及其所潜在的深度范围均有明显的年际变化。这些变化与棉兰老潜流的变化是一致的。当棉兰老潜流强时,Samar暖涡也强;反之它也弱。由此可以看出,棉兰老潜流和Samar暖涡两者之间存在着密切的关系。     

鄂尔多斯西部地区中—晚奥陶世克里摩里期—乌拉力克期岩相古地理

中奥陶世克里摩里期,鄂尔多斯西部地区为镶边陆架的碳酸盐岩台地,自东向西依次发育开阔台地、台地边缘浅滩、台缘斜坡—斜坡脚、广海陆棚和深水海槽相带,从浅水区经由碎屑流搬运来的块状钙质角砾岩在台缘斜坡—斜坡脚相带集中堆积,形成厚度不等的透镜体夹于正常深水灰泥石灰岩和泥岩中。乌拉力克期发生较大规模构造运动,盆地东部整体抬升,西部边缘发生裂陷,沉积范围以同生正断层为界,随着海平面的上升沉积环境演变为相对闭塞的深水斜坡—盆地,沉积一套富含笔石的泥页岩地层,并不时有陆源克里摩里组垮塌的石灰岩沉积物被带入盆地,形成数量不等的多套角砾岩夹层。     

非常规油气致密储集层微观结构研究进展*

致密储集层储集性能差, 孔喉以纳米级为主, 孔喉连通复杂。中国南方高过成熟海相页岩有机质纳米孔与粒内孔大小约为20～890 nm;陆相泥页岩孔喉类型为有机质孔与基质孔, 主体介于30～200 nm之间;致密砂岩微米级孔喉为粒间溶孔、颗粒溶蚀孔与微裂缝, 主体介于10～200μm之间, 纳米级孔隙大小介于70～400 nm之间, 以原生粒间孔与自生矿物晶间孔为主;致密灰岩孔喉类型有方解石粒内溶孔、粒间溶孔与微裂缝, 大小介于50～500 nm之间。页岩微孔喉总体随热演化程度增高呈先减少后增加趋势, 致密含油砂岩中油气赋存有4种状态, 粒间微孔为油气赋存最有利位置。针对非常规油气储集层独特特征, 仍需在仪器研发、技术方法与评价参数等方面加强研究探索。