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.     

自钻式原位剪切旁压模型不同固结荷载颗粒流数值试验

自钻式原位剪切旁压仪具有扰动小,能同时测出不同深度土的变形和强度参数,在精确测定土体参数方面具有广阔的应用前景。然而,目前受分析手段与研究水平的限制,对SBISP多级加载过程中周围土体的变形响应研究较少,而土体变形参数的确定与其变形机制是密切相关的。基于此,应用PFC3D颗粒流程序对不同固结荷载SBISP模型进行了仿真数值试验,试验结果表明:随着剪应力的逐级施加,中间区域颗粒的位移量不断增大,且位移矢量方向性更加显著,在第5级剪应力作用下,影响区域位移矢量形状呈现为倒锥形;而随着上覆固结压力的增大,探头周围试样的受影响范围逐渐变小;在探头作用下球颗粒的运动轨迹呈台阶状,台阶形态随距探杆中心距离增大而趋于平缓,球颗粒的Z向位移量亦随之呈负指数形式衰减;此外,剪应力与探头摩擦系数呈正相关关系,但当摩擦系数达到某一阈值时,剪应力-位移曲线不再变化。其研究成果对于深入开展SBISP试验多级加载过程中影响域内土体变形过程与变形模量之间关系研究具有重要启迪意义。     

平原农区土地综合整治与乡村转型发展协同机制

平原农区是保障国家粮食安全的核心区,土地综合整治与乡村转型发展协同有利于缓解平原农区经济发展、耕地保护、生态保育等多重压力,保障乡村振兴政策落实。本文以“问题研判—策略梳理—机制构建—实证检验”为研究主线,探讨两者协同机制。研究表明：① 平原农区“三生”空间利用冲突显著,生产空间低值低效、生活空间无序空废、生态空间污损衰退共同制约乡村转型发展;② 面向土地价值提升、人居环境改善、产业融合发展的土地综合整治优化策略,有利于推动乡村转型发展;③ 新时期,土地综合整治由“以地为本”单要素调控转向“人、地、业、权”多要素协同综合整治,权利重组、空间重构、产业重塑是推动土地综合整治与乡村转型发展协同的核心机制;④ 平原农区典型地区禹城市,聚焦土地权属调整、空心村整治和现代产业培育,实现土地综合整治与乡村转型发展的协同推进。本文有利于深化平原农区人地系统科学新认知,为构建现代化国土空间治理体系和全面推进乡村振兴提供实践参考。     

“双碳”目标下全域土地综合整治的学理研究与实践路径

全域土地综合整治作为优化乡村国土空间的重要实践活动,既是人为土地利用的重要碳源之一,也对缓解土地利用碳排放具有积极作用。为解析其与“双碳”目标的互馈机制与耦合关系,剖析其对实现“双碳”目标的贡献作用,提出全域土地综合整治碳效应的学理研究问题与实践应用路径。结果表明：① 与传统土地整治相比,全域土地综合整治具有更强的战略性、综合性和系统性,作为面向全要素全空间的土地实践活动,其价值导向和实践方式更多元,与“双碳”目标联系更密切,固碳减排可操作性更强;② 基于文献计量研究发现,面向“双碳”目标的全域土地综合整治应在碳效应影响因素解析、碳核算体系构建、空间布局优化等方面开展学理研究和关键问题探索;③ 研究提出了综合规划引领、工程建设和建后管护的实践应用路径,全域土地综合整治通过调整技术方法体系、优化规划编制和实施等各环节,对实现“双碳”目标具有重要推动作用。研究为面向“双碳”目标的全域土地综合整治提供理论研究视角和实践参考,为全域土地综合整治助力“双碳”目标实现提供借鉴。     

安徽省池州市农村土地整治与美好乡村建设耦合联动研究

在安徽省提出推进美好乡村建设的背景下,界定了农村土地整治与美好乡村建设耦合联动的内涵、实质和系统,探讨了安徽省池州市农村土地整治与美好乡村建设耦合联动内容,探索了农村土地整治与美好乡村建设耦合联动保障机制。研究表明,农村土地整治是推进美好乡村建设的有力抓手,而建设美好乡村则是实施农村土地整治的重要目标,且二者通过农地整治系统、农村建设用地整治系统和农村土地生态环境整治系统耦合联动。二者耦合联动的内容包括：推进农地整治工程,建设生产发展的美好乡村;推进农村建设用地整治工程,建设生活宜居的美好乡村;推进农村土地生态环境整治工程,建设生态文明的美好乡村。要实现农村土地整治与美好乡村建设耦合联动需要通过构建以下机制：规划协调保障机制、创新融资保障机制、农民权益保障机制、技术支撑保障机制和制度创新保障机制。     

土地整治与新型城镇化、新农村建设——2013年中国土地学会学术年会综述

本文主要介绍了2013年中国土地学会学术年会上提出的15个重要观点,包括：新型城镇化是不以损害农民权益为代价的城镇化;不能因为二元经济结构以及土地用途管制制度存在问题,就剥夺了农民流转土地的权利;“法外经济”已呈燎原之势;在土地资源配置和权利配置中,应相机处理公平与效率的关系;注意区分两种性质的房产税;土地整治规划应是新农村建设的落地规划;建立耕、园、林、草大土地整治模式;探析生态用地内涵有利于将可持续发展观贯穿于规划的全过程;土地整治现场调查评价工作应当配备先进技术;结构方程模型为土地整治项目的社会效益评价提供了一种新的思路与方法;全排列多边形图示指标法适宜于作挂钩适宜性评价;开展城镇工矿建设用地整治应适时、适度、适量;货币补偿和提供新宅基地对农户行为具有明显的积极影响;土地整治公众参与不尽人意的四大原因;适时组建土地整治行业协会。     

Efficient block preconditioners for the coupled equations of pressure and deformation in highly discontinuous media

Large‐scale simulations of flow in deformable porous media require efficient iterative methods for solving the involved systems of linear algebraic equations. Construction of efficient iterative methods is particularly challenging in problems with large jumps in material properties, which is often the case in geological applications, such as basin evolution at regional scales. The success of iterative methods for this type of problems depends strongly on finding effective preconditioners. This paper investigates how the block‐structured matrix system arising from single‐phase flow in elastic porous media should be preconditioned, in particular for highly discontinuous permeability and significant jumps in elastic properties. The most promising preconditioner combines algebraic multigrid with a Schur complement‐based exact block decomposition. The paper compares numerous block preconditioners with the aim of providing guidelines on how to formulate efficient preconditioners. Copyright © 2010 John Wiley & Sons, Ltd.