为了促进贵州省农业和生态环境可持续发展,基于作物缺水指数(Crop Water Stress Index,CWSI),结合气象、植被指数等数据,采用Theil-Sen Median趋势分析、Mann-Kendall检验、变异系数和相关性分析等方法,对贵州省2000—2019年的干旱时空...为了促进贵州省农业和生态环境可持续发展,基于作物缺水指数(Crop Water Stress Index,CWSI),结合气象、植被指数等数据,采用Theil-Sen Median趋势分析、Mann-Kendall检验、变异系数和相关性分析等方法,对贵州省2000—2019年的干旱时空变化特征、趋势及影响因素进行了分析。研究表明:(1)贵州省CWSI多年均值为0.43,整体处于轻旱等级,空间分布为东南湿润,西北干旱,多年旱情变化呈缓解趋势;(2)从地貌类型来看,非喀斯特地貌CWSI多年均值为0.37,整体处于无旱等级,喀斯特地貌均值为0.47,处于轻旱状态;(3)从植被类型来看,除针叶林整体处于无旱状态外,其他植被类型都处于轻旱等级,且针叶林的变异系数(CV)值较其他林地高,说明其对气候因子的敏感性高,抗旱能力强;(4)贵州省CWSI与降水和气温均呈负相关,负相关面积占比为95%和54%,说明降水对CWSI的影响较大。综合分析得出,贵州省东南部湿润,西北地区干旱,全省干旱受喀斯特地貌、降水的影响较大。展开更多
The mechanical properties of jointed rock masses, such as strength, deformation and the failure mechanism, can be understood only by studying the sensitivity of jointed rock mass strength (both the peak and residual s...The mechanical properties of jointed rock masses, such as strength, deformation and the failure mechanism, can be understood only by studying the sensitivity of jointed rock mass strength (both the peak and residual strengths) to the factors that affect it. An orthogonal design of uniaxial compression tests was simulated on eighteen groups of jointed rock specimens having different geometric and mechanical properties using RFPA2D (Rock Failure Process Analysis) code. The results show that the peak strength is controlled by the geometric parameters of the joints, but that the residual strength is controlled by the mechanical prop- erties of the joint interfaces. The failure mode of jointed rock specimens is mainly shear failure. Joint quantity, or density, is the most important index that affects jointed rock mass strength and engineering quality.展开更多
文摘为了促进贵州省农业和生态环境可持续发展,基于作物缺水指数(Crop Water Stress Index,CWSI),结合气象、植被指数等数据,采用Theil-Sen Median趋势分析、Mann-Kendall检验、变异系数和相关性分析等方法,对贵州省2000—2019年的干旱时空变化特征、趋势及影响因素进行了分析。研究表明:(1)贵州省CWSI多年均值为0.43,整体处于轻旱等级,空间分布为东南湿润,西北干旱,多年旱情变化呈缓解趋势;(2)从地貌类型来看,非喀斯特地貌CWSI多年均值为0.37,整体处于无旱等级,喀斯特地貌均值为0.47,处于轻旱状态;(3)从植被类型来看,除针叶林整体处于无旱状态外,其他植被类型都处于轻旱等级,且针叶林的变异系数(CV)值较其他林地高,说明其对气候因子的敏感性高,抗旱能力强;(4)贵州省CWSI与降水和气温均呈负相关,负相关面积占比为95%和54%,说明降水对CWSI的影响较大。综合分析得出,贵州省东南部湿润,西北地区干旱,全省干旱受喀斯特地貌、降水的影响较大。
基金The financial supports from the National Natural Science Foundation of China (No.50674083)the Eleventh Five-Year Plan of National Scientific and Technological Support of China (No.2008BAB36 B07)the Jiangsu Civil Engineering Graduate Center for Innovation and Academic Communication Foundation
文摘The mechanical properties of jointed rock masses, such as strength, deformation and the failure mechanism, can be understood only by studying the sensitivity of jointed rock mass strength (both the peak and residual strengths) to the factors that affect it. An orthogonal design of uniaxial compression tests was simulated on eighteen groups of jointed rock specimens having different geometric and mechanical properties using RFPA2D (Rock Failure Process Analysis) code. The results show that the peak strength is controlled by the geometric parameters of the joints, but that the residual strength is controlled by the mechanical prop- erties of the joint interfaces. The failure mode of jointed rock specimens is mainly shear failure. Joint quantity, or density, is the most important index that affects jointed rock mass strength and engineering quality.
