苏锡常地区主要地质灾害及防治措施

自20世纪80年代初以来,苏锡常地区由于超量开采深层地下水,相继出现了地面沉降、地裂缝等地质灾害,已造成了大量的经济损失,成为影响本地区经济社会发展的重要制约因素。本文在分析苏锡常地区地质环境条件的基础上,总结出本地区地质灾害主要类型、分布特征以及形成条件等,并对人类活动可能遭受地质灾害的危险性进行分析,进而提出地质灾害的防治措施。     

盐渍土溶陷特性的试验研究与分析

本文以新疆（北疆）地区S201线克拉玛依至榆树沟段公路沿线的盐渍土为研究对象,着重对该土的溶陷特性进行了试验研究,目的是为新疆的公路设计和施工提供合理的技术指导。运用单轴压缩试验,通过利用单、双线法试验结果的对比分析,总结出了盐渍土的溶陷变形随含水量和压力变化的规律及特点。研究认为：对于不同类型的盐渍土,不论采用何种试验方法,都会得到溶陷系数、峰值溶陷压力随含水量增大而减小,氯盐盐渍土峰值溶陷压力在400—500kPa附近,而硫酸盐盐渍土峰值溶陷压力在200kPa附近;同时还得出不同类型的盐渍土对水的敏感程度相同,即试验开始与结束表现为敏感弱,而中间阶段表现较强;从试验方法符合实际情况以及结果准确入手,双线法比单线法更适合于对盐渍土溶陷性的试验研究。     

河北张百湾中生代盖层下隐伏磁铁石英岩型铁矿床的勘查条件

矿床勘查条件是寻找隐伏铁矿的基础。通过对河北张百湾隐伏铁矿勘查的, 归纳了寻找隐伏磁铁石英岩型铁矿的勘查条件。原始含矿建造是寻找隐伏铁矿的基础条件, 盖层的厚度和产状及岩性对寻找隐伏铁矿起限制作用, 断裂构造对隐伏铁矿起破坏作用, 但简单的差异性升降对隐伏铁矿勘查的影响程度不大。航磁异常是寻找隐伏铁矿的重要条件, 地面高精度磁异常是寻找隐伏铁矿的充分条件, 而对地面磁测数据的合理处理是了解深部磁性体产状变化和埋深的必要条件。     

A Review of “The Middle East Today: Political,Geographical and Cultural Perspectives”

The tremendous changes in China's development philosophy and regional economies during the last two decades have carved out selectively new locations of development across the nation. While politicians heatedly debate the acceptable levels of regional inequality, most scholarly studies focus on broad aggregate trends of inequality among provinces and groups of provinces, and pay little attention to identifying and conceptualizing sources and major agents of spatial change. This paper aims at revealing detailed spatial ramifications of the reforms, and at understanding the impacts of the state, local agents, and foreign investors on regional development. To this effect, we conduct a disaggregated and empirical study of Jiangsu, a coastal province experiencing dramatic economic and spatial restructuring. We show that local agents which favor rural industrial enterprises accelerated new growth in selected rural areas, in contrast to slower growth of older cities and state-owned enterprises, resulting in a net decline of intercounty inequality. But the coalescence of state policy, local agents, and foreign investment has widened the historical gap between northern and southern Jiangsu, and is likely to accelerate intercounty inequality in the future. Our study demonstrates the utility of the “developments from above, below and outside” framework for analyzing key forces of regional growth in socialist transitional economies.     

北部湾沿海地区土地利用动态模拟与水源涵养服务能力估算——以广西钦州市为例

分析北部湾沿海地区广西钦州市土地利用格局及未来变化趋势,为开展该地区土地利用规划和生态服务价值中的水源涵养服务能力估算提供决策依据.以2000年、2010年的TM遥感影像以及各种驱动因子数据为基础,耦合Binary Logistic及CA-Markov模型对研究区2020年的土地利用格局进行模拟,并对研究区的水源涵养服务能力进行估算.结果表明：（1） 2000～2010年各种土地利用类型的转化强度大且比较复杂,尤以耕地、林地和水域之间的流动最为显著,建设占用耕地和林地的面积高达2 003.31 hm2;（2）由Binary Logistic逻辑斯蒂回归方程所得出的各种土地利用类型ROC拟合值中最小为0.686,最大达到0.952,模拟效果良好;（3）预测年2020年建设用地增加的区域主要集中在钦州市钦南区的市区周边,向东方向扩展,变化比较剧烈的地方主要是钦州港区和研究区域的北部;（4）单位面积水源涵养能力的排序依次为：水域＞林地＞草地＞耕地＞建设用地＞未利用地,3个年份的水源涵养服务能力在空间上均呈现出“东南部高西北部低,中心地带持续衰减”的趋势.     

基于陆路交通网的空间通达性分析——以兰州-西宁城市区域为例

以兰州-西宁城市区域交通路网为例,基于空间句法模型、日常可达性模型和等时圈通过特征点算法,试图运用GIS技术将节点、轴线和域面结合起来对通达性进行全面阐述,多视角综合测度区域路网通达性的空间格局。研究结果表明:1.区域路网体系较为完善,路网线段集聚相对明显;线段式空间伸展格局呈"点-轴"状,轴线式空间伸展格局呈"干-枝"状,初步形成核心、过渡、外围三大等级圈层以及"X"字型路网骨架,区域交通运输与城镇发展水平表现出较强的共轭协同发展关系。2.等时圈沿国道、省道、县道扩散表现连续,沿封闭铁路、高速公路扩散出现跳跃,其等时圈空间特征多呈现"枝-叶"状。城镇日常可达性在较大程度上取决于区域中心性、周边路网发达程度和城镇密集程度,区域路网单中心极化现象比较明显,兰州市对整个区域路网的控制作用较为突出。3.区域通达度空间分布各异,核心板块破碎而外围板块连片。区域通达性差异极其显著,出现极高值区和极低值区;兰州与西宁通达度中高值区出现断裂,区域南部通达度极低值区连片成带。因此,应当构建兰州地区绕城高速和环状路网,实现路网交通的适度分流;加快兰州-西宁高等级快速交通建设,推进兰州-西宁区域一体化进程;建设兰成铁路和兰州至云南磨憨口岸高速通道,培育临夏为南部区域性中心城市。     

Modeling the scale dependences of topological relations between lines and regions induced by reduction of attributes

The scale dependences of topological relations are caused by the changes of spatial objects at different scales, which are induced by the reduction of attributes. Generally, the detailed partitions and multi-scale attributes are stored in spatial databases, while the coarse partitions are not. Consequently, the detailed topological relations can be computed and regarded as known information, while the coarse relations stay unknown. However, many applications (e.g., multi-scale spatial data query) need to deal with the topological relations at multiple scales. In this study new methods are proposed to model and derive the scale dependences of topological relations between lines and multi-scale region partitions. The scale dependences of topological relations are modeled and used to derive the relations between lines and coarse partitions from the relations about the detailed partitions. The derivation can be performed in two steps. At the first step, the topological dependences between a line and two meeting, covered and contained regions are computed and stored into composition tables, respectively. At the second step, a graph is used to represent the neighboring relations among the regions in a detailed partition. The scale dependences and detailed relations are then used to derive topological relations at the coarse level. Our methods can also be extended to handle the scale dependences of relations about disconnected regions, or the combinations of connected and disconnected regions. Because our methods use the scale dependences to derive relations at the coarse level, rather than generating coarse partition and computing the relations with geometric information, they are more efficient to support scale-dependent applications.     

关中地区3次中小地震前后的重力变化

采用拟稳平差方法对关中地区近20 年流动重力观测资料重新进行了处理,并结合其它观测资料和研究结果,对区域内重力场变化过程、3次中小地震前后重力场变化机理、构造活动以及区内外地震间的关系等进行了较深入地分析和研究。     

Analytical and experimental investigations on seismic performance of exterior beam–column subassemblages of existing RC‐framed building

Seismic performance of exterior beam–column subassemblages of reinforced concrete structure designed and detailed on the basis of the provisions of Eurocode and Indian Standards at different stages of their evolution is evaluated. Performance of the subassemblages designed and detailed according to the three different stages of codal evolution (gravity load design, ‘Nonductile’, and ‘Ductile’) is evaluated through analytical formulations and experimental investigations. In the ‘NonDuctile’ specimens, it has been observed that the shear distortion and degradation in stiffness and strength are significantly high. Performance of the ‘Ductile’ specimens based on Eurocode and Indian Standards is almost similar in terms of strength and stiffness degradation. Nevertheless, the specimen designed on the basis of Indian Standard shows higher energy dissipation at a given drift ratio. In the analytical study, shear and flexural failure of members of subassemblage and shear failure of the joint are considered as possible modes of failure of the beam–column subassemblage. For evaluating the shear strength of the joint region, a soften strut‐and‐tie model is used. Analytically obtained strengths based on the failure criteria of different components of the specimens have been first validated with experimental results and then used to determine the strength of the specimens. The investigation could indicate even the mode of failure at local level. It is utmost important to mention here that even the ductile specimens dissipate most of the energy through the development of damage in the joint region, which is neither desirable nor safe for the stability of whole structure. Copyright © 2013 John Wiley & Sons, Ltd.     

Coupling of a simultaneous heat and water model with a distributed hydrological model and evaluation of the combined model in a cold region watershed

Snow and frozen soil prevail in cold regions worldwide, and the integration of these processes is crucial in hydrological models. In this study, a combined model was developed by fully coupling a simultaneous heat and water model with a geomorphologically based distributed hydrological model. The combined model simulates vertical and lateral water transfer as well as vertical heat fluxes and is capable of representing the effects of frozen soil and snowmelt on hydrological processes in cold regions. This model was evaluated by using in situ observations in the Binggou watershed, an experimental watershed for cold region hydrology of the Watershed Allied Telemetry Experimental Research Project. Results showed that the model was able to predict soil freezing and thawing, unfrozen soil water content, and snow depth reasonably well. The simulated hydrograph was in good agreement with the in situ observation. The Nash–Sutcliffe coefficient of daily discharge was 0.744 for the entire simulation period, 0.472 from April to June, and 0.711 from June to November. This model can improve our understanding of hydrological processes in cold regions and assess the impacts of global warming on hydrological cycles and water resources. Copyright © 2012 John Wiley & Sons, Ltd.