基于D-InSAR技术的金沙江地区滑坡形变监测与分析

滑坡是发生在我国山区的主要地质灾害类型,金沙江地区由于地势较高、地形复杂、多云多雨的特点,给传统的滑坡监测增加了难度。合成孔径雷达差分干涉测量技术(Differential interferometry synthetic aperture radar,D-InSAR)已在滑坡地面沉降监测中得到了广泛应用。本文选取金沙江上游沿岸作为研究区域,基于2018年8月11日与9月28日的Sentinel-1A影像及SRTM1数据,利用GAMMA软件及D-InSAR技术监测到金沙江地区的地表形变,成功识别出金沙江右岸的一处滑坡灾害。研究结果显示,在此滑坡的坡顶部分出现了约2.5 cm的沉降,而在坡底部分由于崩塌物的累积,地面出现了约3 cm的抬升。从实验结果可以得出,InSAR技术是一种有效的滑坡变形监测手段,利用Sentinel-1A卫星的SAR数据对滑坡区域进行形变监测,可以得到较好的干涉结果。     

中国城市流动人口居留意愿影响因素的空间分异特征

流动人口居留意愿的影响因素往往存在显著的空间分异特征,然而既有研究对此关注较少。基于2015年中国流动人口动态监测数据,运用半参数地理加权回归（SGWR）模型,结合k均值聚类法,对中国城市流动人口居留意愿影响因素的空间分异特征展开研究。结论如下：① 流动人口居留意愿主要受流动人口群体自身特征的影响,受流入地的影响相对较弱;② 社会经济因素与流动人口居留意愿的关系紧密,人口、家庭及流动特征因素同样产生影响,收入、婚姻、跨省流动等因素对流动人口居留意愿产生抑制作用,而住房支出、参保率、子女个数等因素则产生促进作用;③ 各影响因素总体上呈现带状的空间分异模式,可概括为“E-W”“N-S”“NE-SW”“SE-NW”4种。民族、家庭等因素的正向影响自北向南递减,参保率、未婚率、二产就业等因素的影响自西北向东南递减,子女个数及人均GDP的影响自东北向西南递减。东部经济较发达地区高收入流动人口的居留意愿相对更弱,华南地区住房支出较高的流动人口居留意愿相对更强。④ 全国可划分为四大影响区,其中,华北地区、华中地区、华东地区受多因素共同影响;西北地区及部分西南地区主要受人口及社会因素的影响;东北三省及内蒙古东部地区主要受经济及家庭因素的影响;华南地区及部分中、东、西南部地区,除住房支出外,受大部分因素的影响相对最小。最后,本文对中国流动人口的服务与管理提出相应建议。     

基于MATLAB的铁路路基沉降预测优化方法

高速铁路路基的工后沉降严重影响着行车安全。在已有的预测模型中,所采用的初始数据往往不能满足等时间周期采集,而且还会伴随着一系列不可避免的观测误差,模型本身的误差累计,不能进行长期预测。文中利用最小二乘原理对初始值进行拟合改进,采用Lagrange插值方法将非等间隔序列转为等间隔序列,并基于新陈更替GM(1,1)模型利用MATLAB建立沉降预测模型;在此基础上,提出对模型残差进行GM改正以提高模型精度的方法。研究表明,通过对初始值序列改正后的模型具有较好的适应性,优化改进后的模型预测误差小,预测精度优于新陈更替GM(1,1)模型。     

论乡村聚落优化与乡村相对贫困治理

2020年后,中国反贫困将转入相对贫困治理的新阶段。乡村聚落居住、就业、教育、医疗、环卫、文化、防灾减灾等功能的发展不充分和多维剥夺,是乡村相对贫困的重要表现和重要原因,乡村相对贫困治理必须从乡村聚落的整体优化出发。论文在梳理相对贫困概念内涵的基础上,着眼于乡村聚落与相对贫困治理的内在关联,分析乡村聚落与乡村相对贫困发生、乡村聚落优化与相对贫困治理长效机制建立之间的关系,提出基于相对贫困治理的乡村聚落优化策略,以期为2020年后的乡村相对贫困治理和乡村振兴提供理论依据。研究认为：① 乡村相对贫困的形成与聚落要素、功能密切相关,并因区位、布局、规模、形态的差异而有所不同;② 乡村聚落是缓解乡村相对贫困长效机制建立的空间基础,乡村相对贫困治理长效机制的建立要充分发挥乡村聚落的要素支撑与空间载体功能;③ 基于相对贫困治理的乡村聚落优化策略包括振兴村落产业、优化村落空间组织、强化村落文化认同、建立绿色生态村落、促进村落多功能协同转型、坚持分类施策等6个方面。     

Impact Compressive Creep Characteristics of Simulative Soil for Deep-Sea Sediment

The impact load (equivalent impact height) applied to deep-sea sediment by a walking mining machine was first deduced by the energy conservation principle, and the simulative soil was prepared based on the deep-sea sediment collected from the Pacific C-C mining area. The self-designed impact compressive creep tests of the simulative soil were conducted under different ground stresses and impact heights, in order to determine impact compressive creep parameters using a K-H rheological model. Test results show that the impact compressive creep curves have three similar creep stages (transient creep, unstable creep, and stable creep) to static compressive creep curves, where the transient creep deformation and total deformation at the unstable creep stage decrease with the impact load. Among the three impact compressive creep parameters (K₁, K₂, β) of the simulative soil, K₁ is first increased with impact height and finally fluctuated to a certain stable value, while K₂ and β are approximately linearly increased with impact height. The maximum subsidence of the mining machine under a specific designed ground stress and walking velocity predicted by the impact compressive creep constitutive equation can be used for safety assessment of the mining machine.     

德州市临盘采油区地面沉降监测

济南市的鹊山上设立了3块岩层水准标石的原点组。使用美国Tri mble Di Ni 12电子水准仪和条码式铟钢水准标尺施测一等精密水准82.2 km,二等精密水准30.8 km,联测各类水准点35个。对观测结果进行统计与分析表明,在临盘采油区(以后仓西北采油四队LY18为中心)形成了一个较明显的沉降区域,年沉降量为54.3 mm。建议在其周边增埋地面观测标石,进行加密观测,以掌握其变化规律。     

An approach to the modeling of viscoelastic damage. Application to the long‐term creep of gypsum rock materials

A three‐dimensional phenomenological model is developed to describe the long‐term creep of gypsum rock materials. The approach is based on the framework of continuum damage mechanics where coupling with viscoelasticity is adopted. Specifically, a local damage model based on the concept of yield surface is proposed and deeply investigated. Among the many possibilities, we choose in this work its coupling with a generalized Kelvin–Voigt rheological model to formulate the whole behavior. Long‐term as well as short‐term relaxation processes can be integrated in the model by means of as many as necessary viscoelastic processes. The numerical discretization is described for an easy integration within a finite element procedure. Finally, a set of numerical simulations is given to show the possibilities of the presented model. It shows good agreement with some experimental results found in the literature. Copyright © 2012 John Wiley & Sons, Ltd.     

Anticipating the effects of groundwater withdrawal on seawater intrusion and soil settlement in urban coastal areas

Intensive pumping in urban coastal areas is a common threat to water resource quality due to seawater intrusion. In those areas where subsurface water resources are not usually used for human consumption or irrigation, intensive pumping is associated with other activities like the lowering of the water table necessary to support underground structures and building foundations. This activity also increases the likelihood of soil settlement that affects building stability and the corrosion of concrete structures due to groundwater salinity. Under these circumstances, the awareness of a certain municipality (Calonge, NE Spain) of the potential effects of groundwater withdrawal upon foundations has led to an integrated approach to anticipate seawater intrusion related to urban development. Geological mapping and correlation of borehole logs, electrical resistivity tomography, and hydrochemical data provide comprehensive knowledge of the geology and hydrogeology of the area and act as screening tools necessary to discern the influence of hydrological processes in coastal areas. Developing Strack's analytical solution, new comprehensive, dimensionless expressions are herein derived to determine the critical pumping rate necessary to prevent seawater intrusion, as well as to reproduce the evolution of the wedge toe and the water table stagnation point under different withdrawal rates. Furthermore, the Dupuit–Forchheimer well discharge formula allows the estimation of the effects of the water table lowering due to such critical pumping in the surrounding building foundations. Field data from the Calonge coastal plain illustrate this approach and provide assessment criteria for future urban development and planning. Copyright © 2012 John Wiley & Sons, Ltd.     

冻土的蠕变及蠕变强度

基于试验，本本讨论分析了冻土三轴蠕变规律及温度和围压对冻土蠕变强度的影响，给出了土蠕变及蠕变强度随时间降低的方程式，进而提出了冻土蠕变强度的物型屈服准则。通过改变参数可将冻土的瞬时强度准则与冻土的瞬时强度准则与冻土的蠕变强度准则统一为同一个方程描述。     

辽东山区人口地域分布研究

本文在分析了辽东山区土地资源特征和人口特征的基础上,从三个角度讨论了辽东山区的人口垂直分布特征,同时还详细分析了人口布局不合理对山区生态环境和经济的影响。并指出,适度移民、并村并点、整合山村及建设农村小集镇是调整山区人口布局,促进山区经济发展和生态环境恢复的有效途径。