安丘市提升农村土地开发整理水平初探

随着经济社会的不断发展,土地供应日渐紧张,不断拓展土地利用空间、加大土地节约集约利用水平已成为各地的工作方向。安丘市按照＂因地制宜、科学规划、保证质量、注重效益＂的思路,坚持机制创新,市场化运作,土地开发整理取得了显著成效。     

潍坊市土地整治规划环境影响评价

从选取评价土地整治规划环境影响评价指标体系的原则入手,构建了2大方面、6大因素共计17项具体指标量化环境影响,通过综合分值来确定土地整治规划的实施对环境的具体影响,为整治规划的实施以及环境的保护提供参考。     

农村居民点整理中传统村落保护问题探析

农村居民点整理不仅要在改善农村生产生活条件、促进新农村建设和城乡一体化发展等方面发挥重要作用,还应在乡土建筑文化保护与传承做出贡献。该文探讨现代村落与传统村落的内涵,并将传统村落区分为一般传统村落和特殊传统村落;分析了传统村落保护状况;提出了农村居民点整理中传统村落保护内容;根据不同的村落类型提出了相应的整理模式与整理方向。     

土地综合整治项目成功范例分析——以临沂市兰山区李官镇为例

通过阐述临沂市兰山区李官镇土地综合整治项目实施这一成功范例,提出实施土地综合整治项目应抓住的6个关键环节,分析了每个环节的作用和操作方法,希望对破解当前土地综合整治项目实施难的问题有所帮助。     

东营市胜利油田工矿废弃地调查与整治潜力分析

当前,城市的快速扩张导致建设用地供需矛盾日益突出,油田工矿废弃地整治作为土地综合整治规划的重要组成部分,在建设用地指标转移、有效耕地面积增加、生态环境改善等方面可以起到积极的作用。因此,为查清东营市胜利油田工矿废弃地的复垦利用潜力,首先对石油开采对土地利用的影响进行了综述,在此基础上确定了胜利油田工矿废弃地的基本类型,进而对工矿废弃地的现状进行了调查,依据废弃地所在区域的规划用途、灌溉条件、排水条件,盐碱程度、区位条件进行了潜力分区和测算,最终获得了东营市胜利油田工矿废弃地潜力测算的相关数据,可以为该区域工矿废弃地的整治及建设用地、耕地指标的流转与保护提供参考依据。     

中美县级土地整治政策对比研究

通过对比分析美国洛杉矶县住房供应规划中空闲地和低效利用地整治与我国县级城乡建设用地增减挂钩规划中农村空闲地和低效利用地整治在目的、空闲地和低效利用地确定、公共参与、与总体规划关系方面的差异,分析了我国目前县级城乡建设用地增减挂钩规划存在的不足,并进行了讨论。     

基于微观视角的农村居民点发展评价与布局优化——以陕西省重点示范镇沙河子镇为例

将生态位态势理论应用于农村居民点布局研究,从发展水平和发展潜力两方面选取指标分别作为发展"态"和发展"势"的评价因素,构建农村居民点发展评价模型,对居民点的发展实力划分等级。然后结合加权Voronoi图,明确各发展等级居民点的搬迁去向,从而实现全镇整治分区规划。沙河子镇农村居民点的发展实力可划分为高、中、低和不适宜发展4个等级;农村居民点整体发展较好,高、中发展实力级的居民点用地面积为304.07hm2,占全区的84.23%;具有明显的地形分异特征,其发展等级呈现由中部向南北两侧递减的趋势;全镇以农村居民点城镇化为整理重点,划分为城镇化区、优先发展区、改造发展区和控制发展区4种整治分区。结合生态位态势理论和加权Voronoi图的农村居民点合理布局研究具有较强的现实指导意义。     

Consolidation and creep behaviors of two typical marine clays in China

This paper presents an experimental investigation into the deformation characteristics of two typical marine clays obtained from Dalian and Shanghai, respectively, in China. Three kinds of laboratory tests, i.e. conventional oedometer tests, one-dimensional and triaxial creep tests were carried out. The results obtained from consolidation tests demonstrate linear v e ？ log？ relationships for Shanghai clay at normally consolidated state, while partly or even global non-linearrelationships for Dalian clay. The compression index c C for both clays follows the correlation of Cc=0.009（WL-10）where WL is the liquid limit of soil. The relationship between v log Kv （ Kv is the hydraulic conductivity of soil） and voidratio e is generally linear and the hydraulic conductivity change index kv C can be described by their initial void ratio forboth clays. The secondary compressibility of Dalian clay lies in medium to high range and is higher than that of Shanghaiclay which lies in the range of low to medium. Furthermore, based on drained triaxial creep tests, the stress-strain-timerelationships following Mesri＇s creep equation have been developed for Dalian and Shanghai clays which can predict thelong-term deformation of both clays reasonably well.     

沂南县农用地整治潜力分析

土地整治潜力是指在一定生产力水平下,针对一定区域范围内某种特定的土地用途,通过采取工程、生物和技术措施,所能增加可利用土地面积,提高土地质量、降低土地利用成本的程度。该文通过对沂南县土地利用现状和后备资源调查数据分析,以2011年基期年变更调查数据为基础,以乡镇为组织单位,以行政村为测算单元,采用全面调查和实地调研测算的方法,分析确定沂南县土地整治潜力情况。     

Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings

This paper presents the analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings. By introducing the empirical relation between permeability and compressibility, along with the conformal transformation, the governing equations of nonlinear consolidation are established, and the corresponding analytical solutions are derived. Then, the Terzaghi consolidation solutions are derived from the degenerate governing equation of nonlinear consolidation. Through the predictions of different consolidation theories in both completely permeable and impermeable lining conditions, the influences of a tunnel acting as a drain and impacting the dissipation of pore pressure, degree of consolidation, long-term ground settlements and ground settlement rates are investigated. During the early stages of consolidation, the case studies reveal that the predictions made by this study strongly agree with the field data when a completely permeable lining is applied. This study confirms that a tunnel acting as a drain can accelerate the consolidation of soil and enlarge soil deformation due to consolidation. During long term consolidation, a notable nonlinearity of the soil consolidation is exhibited by a small and gradually decreasing settlement rate, showing agreement with the tendency of field data from the impermeable conditions.