坚持土地节约集约利用促进文登经济和谐发展

文登市位于山东半岛东部,总面积1 779.84km2。辖14个镇、3个街道办事处、2处省级开发区,810个行政村、88个居委会,总人口64.25万人,其中农村人口46.2万人。全市耕地面积62 137.93hm2,人均耕地不足0.084 hm2,低于全国和全省的平均水平,土地供需矛盾日益突出。     

Elastic-plastic analysis for pile-anchor supporting system of deep foundation pit

By using numerical analysis methods to simulate the deep excavation, a lot of analyses are established on the basis of two-dimensional plane strain, ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation, people always take linear and nonlinear model, without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics, the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement.     

Fitting of magnetic measurements of Swarm satellites based on 3D surface spline model

This study utilizes the 62208000 Swarm satellite data to establish a high-precision main magnetic field at the height of the satellites in China and its adjacen...     

可达性度量方法及应用研究进展评述

可达性一直是地理学、土木建筑工程设计、交通运输经济学等学科的研究热点。已有的各 种可达性度量方法目前已广泛应用于交通网络与城镇发展研究、交通基础设施的区域经济效应 评价、选址分析、园林景观规划、社会文化等多个研究领域。随着应用需求的持续加大和技术研究 的不断深入, 可达性度量方法也在快速发展, 其度量体系正在形成。本文首先从两个层面对可达 性的涵义进行全面阐述; 在此基础上, 从网络特性的角度对拓扑法、距离法、累积机会法、等值线 法、重力模型法、平衡系数法、时空法、效用法等目前常用的可达性度量方法进行系统分类, 并且 从可达性影响因素入手对各种度量方法进行综合比较与评述; 然后, 针对不同的应用领域, 对各 种度量方法的应用研究现状进行详细论述与剖析; 最后, 对可达性研究的发展方向进行深入讨论 与展望。     

绿洲城市化与生态环境互动作用关系研究进展

绿洲城市化与生态环境互动作用关系研究经历了萌芽、发展和多元化研究三个阶段。近年 来, 国内外学者继承了绿洲城市化与自然环境变迁关系的历史学分析, 多角度探讨了绿洲古城国 产生、繁荣和衰落过程中的自然因素和人为因素作用; 十分重视水资源约束下的流域绿洲城市化 研究, 基本确立水资源约束和上、中、下游协调发展为研究切入点; 非常注重绿洲城市化与生态环 境相互作用机理探究, 从中、长时间尺度分析了绿洲城市化与生态环境的耦合关系及其阶段性特 征; 广泛采用空间技术、复杂系统分析和数学分析等定量方法评估了城市化与生态环境的响应过 程; 普遍关注绿洲城市化对生态环境正负效应的辨析; 逐步加强对可持续绿洲城市化模式和对策 的探索, 并总结了绿洲城市化与生态环境协调发展的经验与教训。从研究趋势来看, 今后在研究 的可控性与对实践的指导性、多学科交叉研究和系统动态性研究等方面将得到加强。     

5月南极涛动对青藏高原西部夏季气温影响的诊断分析

青藏高原是全球气候变暖最敏感的地区之一,是北半球夏季最大的热源,其气候响应受到广泛关注。然而,有关南极涛动与青藏高原夏季气温的关系和机理知之甚少。为了研究南极涛动与青藏高原夏季气温的关系,基于1979—2020年英国东安哥拉大学气候研究中心（CRU）的逐月气温、美国国家海洋和大气管理局（NOAA）的逐月海表面温度和大气环流再分析数据以及南极涛动指数等数据,采用相关、回归、合成分析等方法进行研究。结果表明,北半球夏季青藏高原西部气温与5月南极涛动存在显著负相关,即当5月南极涛动异常偏弱时,夏季青藏高原西部气温异常偏高。其影响过程为,南极涛动为正位相时,在南印度洋中高纬地区出现“负-正-负”的经向“三极子”海温模态,该模态可持续到夏季,在印度洋形成异常的纬向-垂直环流,相应在热带西印度洋和东印度洋-海洋性大陆之间的降水异常导致热带正“偶极子”降水模态,通过该降水模态在青藏高原西部引起异常反气旋环流和下沉运动,有利于高原西部气温偏高。研究结果显示,海洋的热惯性在“延长”南极涛动影响过程中起着重要的桥梁作用,可为青藏高原夏季气温预测提供科学依据。     

皖西贵池、宿松地区中下三叠统沉积环境及层序分析

摘要：皖西中、下三叠统为一套碳酸盐岩沉积。从下往上,其沉积环境经历了从盆地－开阔陆棚－开阔台地－局限台地－潮上蒸发台地这样一个海水逐渐变浅、盐度不断增高的环境演化序列．据露头剖面分析,这套碳酸盐岩地层可分成３个层序。层序均由低水位、海进和高水位体系域组成,特征明显。据其岩性特征及准层序的叠置方式,识别出了追赶碳酸盐体系（ｃａｔｃｈｕｐｃａｒｂｏｎａｔｅｓｙｓｔｅｍ）和并进碳酸盐体系（ｋｅｅｐｕｐｃａｒｂｏｎａｔｅｓｙｓｔｅｍ）。     

A statistical analysis applied to the Rf/φ method

A statistical analysis for the R_f/φ method is developed in the paper. The technique provides estimates of R_s, R_i and θ according to R_f and φ. Moreover, we can restore the pattern of initial orientations of marker objects by means of their frequency histogram, provided the strain is homogeneous. It is unnecessary to postulate random initial orientations if the principal directions of strain ellipsoid are known.     

Strength behavior of slip-zone soils of landslide subject to the change of water content

Landslides are the major natural hazards in many countries all over the world and are usually caused by heavy rainfall, water level change of reservoir, excavation, earthquake, etc. Whether the landslide occurs or not in rainfall season, the strength variation of slip-zone soils of landslide is regarded as the vital control factor. Thus, strength behavior for slip-zone soils of landslide subject to the change of water content is required to be evaluated in a potential landslide area. In this paper, the shear strength of typical slip-zone soil, six groups of 25 specimens of remolded clay samples from Daxishan reservoir landslide, was systemically investigated using the improved direct shear test apparatus in order to fully understand its physical and mechanical properties, and also the shear and failure behavior. Furthermore, the fitting equations for expressing the relationship between the shear strength (effective cohesion and internal friction angle) and vertical loadings, initial water contents of slip-zone clay were established based on the experimental results. In particular, a series of shear stress–shear strain curves under various vertical loadings and different water contents were observed. The results show that a “softening” stress–strain behavior is achieved for unsaturated slip-zone soil, while a “hardening” curve is found for saturated slip-zone soil.