Measurement of the deformation of sand in a plane strain compression experiment using incremental digital image correlation

Acta Geotechnica - This work presents the results from a series of plane strain compression experiments on medium-density sands. In these experiments, a new type of plane strain experimental...     

基于深度学习方法的耕地违建自动提取

耕地是粮食安全的根基所在,而随着我国城镇化的推进,农村违法占用耕地问题逐渐普遍化.加强对农村耕地的违建监测并制定应对措施是有效制止耕地蚕食现象的前提.借助深度学习技术,提出了一种基于前期耕地矢量的建筑物变化检测方法.首先利用已有国情矢量和影像数据制作建筑物专题样本;然后利用U-Net网络进行建筑物提取的模型训练,借助O...     

沥青实验与评价方法综述

通过对常规沥青试验与评价方法和美国SHRP沥青路用性能规范(AASHTO MP1)的分析和比较,认为现阶段采用常规沥青试验与评价方法结合SHRP规范将是沥青质量控制与评价最有效的手段。     

Wave Slamming on An OWSC Wave Energy Converter in Coupled Wave-Current Conditions with Variable-Depth Seabed

China Ocean Engineering - Coastal wave energy resources have enormous exploitation potential due to shorter weather window, closer installation distance and lower maintenance cost. However, impact...     

下辽河平原景观格局演变与预测分析

以下辽河平原为研究对象,选取1980年、2010年和2018年Landsat TM/ETM+OLI卫星图像进行解译,得到3期土地利用数据,定量分析下辽河平原近40年土地利用时空变化特征.结合地形、交通通达度及限制转化因子采用FLUS(Future Land Use Simulation)模型对流域未来土地利用变化情景及景观格局进行了预测.结果表明:1980-2018年水田、林地、草地、沼泽面积均减少,其中水田面积减少量最大,占比减少了8.59％,旱地、水域和城镇的面积均有所上升,旱地的增长面积最大,占比增加了6.19％;水田、林地、水域转入为旱地面积最大,旱地转出为建设用地面积最大;1980-2018年景观格局发生了较大变化,景观的破碎化程度降低,斑块之间的连通度、聚集程度升高,土地利用的集约化程度增大;2018-2040年,下辽河平原建设用地和水田的变化面积最大,城市化过程更加显著,景观的多样性及空间异质性降低,人类对环境的干扰能力变大.     

地面稠密观测资料在强对流天气监测预警中的研究进展

综述国内外数篇论文,从强对流天气监测、预报预警、模式同化3个方面总结分析了近年来地面稠密观测资料的应用与优劣之处。综述表明:地面加密自动站、风廓线雷达、地基GPS、雨滴谱仪等多种观测仪器组成的地面稠密观测网具有时间尺度密集、覆盖面积广泛、能捕捉较多细微变化的优势,通过该观测网所得数据总结出的一系列指示性指标在强对流监测预警中具有重要的指示意义。但因中国地形天气情况复杂多变、数据缺失、仪器造价昂贵等问题,导致该观测网所得指示性指标不能适用于中国全境,应根据该观测网数据分析总结适应本地的预报指标。     

Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves

The longitudinal seismic response of a long tunnel subjected to Rayleigh waves is investigated in this paper. The tunnel is assumed to be infinitely long, has a uniform cross section, and rests on a viscoelastic foundation. The free-field deformation under Rayleigh waves traveling parallel to the tunnel axis is decomposed into two directions, namely, the axial motion and the vertical motion, and transformed into dynamic loads imposed on the tunnel. Based on the Fourier and Laplace integral transform techniques, the governing equations of tunnels are simplified into algebraic equations, and the analytical solutions are obtained with the convolution theorem. The final solutions of the tunnel responses in terms of deflection, velocity, acceleration, axial force, bending moment, and shear force are investigated. The proposed solution is verified by comparison of its results and those from the finite element program ABAQUS. Further parametric analysis is carried out to investigate the influence of soil-structure relative stiffness ratio and wave frequency on dynamic longitudinal responses of the tunnel.     

Impact of fractional probability distributions on statistics of hydraulic conductivity,dynamics of groundwater flow and solute transport at a low-permeability site

The fractional Brownian motion (fBm) and fractional Lévy motion (fLm) can easily describe the geometry and the statistical structure of hydraulic conductivity (K) for real-world. However, the fBm and fLm models have not been systematically evaluated when building the K field for a low-permeability site. In this study, both the fBm and fLm are used to simulate the low-K field at NingCheGu (NCG), Tianjin, China. Groundwater flow and solute transport are then computed using MODFLOW and MT3DMS, respectively, and the influence of the fBm/fLm models for K on groundwater flow and solute transport is discussed. Results show that the fLm fits better the statistics of the low-K medium than fBm, and the random logarithmic K (LnK) field generated by fLm is more stable because the resultant LnK field captures more of the measured properties at the field site than that generated by fBm. In contrast, the LnK generated by fBm is more likely to form both high-K channels and low-K barriers. The fBm therefore predicts more extreme behaviours in flow and transport, including the preferential flow, low-concentration blocks and solute retention. The overall groundwater renewal period and solute travel time for the fLm simulation are slightly shorter than those for fBm. The impacts of the fLm and fBm models on the statistics of the resultant LnK fields and the dynamics of groundwater flow and solute transport revealed by this study shed light on the selection and evaluation of the fractional probability distribution models in capturing the K fields for low-K media.     

Co-production of Tight Gas and Coalbed Methane from Single Wellbore: a Simulation Study from Northeastern Ordos Basin,China

Natural Resources Research - Focusing on vertical multi-layer superimposition of unconventional natural gas reservoirs in coal-bearing strata, research on the co-production of tight gas and coalbed...     

1975—2018年民勤绿洲沙漠化过程及其驱动机制

根据1975—2018年民勤绿洲土地沙漠化分类体系及遥感影像数据,探究了民勤绿洲沙漠化时空变化过程;选取影响绿洲沙漠化的自然与人为驱动因子,运用主成分分析方法定量评价了民勤绿洲沙漠化过程的主要驱动力。结果表明：1975—2018年沙漠化程度以重度沙漠化为主,轻度、中度、重度和严重沙漠化面积均呈减少趋势,以2000年为界表现为先发展后逆转趋势;1975—2000年,轻度、中度、重度沙漠化重心总体向东北方向迁移,严重沙漠化的重心向西迁移,沙漠化有向绿洲东北部和巴丹吉林沙漠发展的趋势;2000—2018年轻度沙漠化的重心向西北方向迁移,中度、重度和严重沙漠化重心相对稳定,绿洲沙漠化发展得到明显控制。在绿洲沙漠化过程中,人为因素贡献率为39.53%,自然与人为综合贡献率为26.58%,自然因素贡献率为10.77%,人为因素是民勤绿洲沙漠化的主要驱动力。水资源极度匮乏是绿洲沙漠化的决定因素,在以后的防沙治沙工作中,合理调控人类的生产经营活动,优化干旱区水资源配置,可从源头上治理民勤绿洲的沙漠化。