我国至今进行了两次全国性土壤调查,新疆地域辽阔,土壤调查范围有限,历史土壤数据可能存在较大的不确定性。本文选取新疆乌苏县和精河县为研究区,以38个土壤剖面的黏粒数据为例,利用Arc GIS空间分析,通过以点带面法得到两县1∶50000新...我国至今进行了两次全国性土壤调查,新疆地域辽阔,土壤调查范围有限,历史土壤数据可能存在较大的不确定性。本文选取新疆乌苏县和精河县为研究区,以38个土壤剖面的黏粒数据为例,利用Arc GIS空间分析,通过以点带面法得到两县1∶50000新疆土壤数据库(XSD)。以该图为基础,对1∶1000000面向陆面模拟的中国土壤数据集(LSM)和1∶1000000世界土壤数据库(HWSD)进行空间叠加运算,得出土壤黏粒绝对误差、相对误差的空间图,探讨了三种土壤数据库之间的差异。结果表明:LSM与XSD在0~30 cm平均绝对误差为72.6 g kg^(-1),高于HWSD的66.5 g kg^(-1)。LSM与XSD在30~100 cm的平均绝对误差为82.1 g kg^(-1),低于HWSD的92.7 g kg^(-1)。0~30 cm、30~100 cm HWSD土壤黏粒高于300 g kg^(-1)的图斑最大,面积分别为3567.75 km^2和5423.58 km^2。通过三种数据库之间的差异比较,证明了土壤黏粒历史数据具有较大的不确定性,LSM数据在县域尺度比HWSD数据更为可信。展开更多
Based on Biot’s wave equation, this paper discusses the transient response of a spherical cavity with a partially sealed shell embedded in viscoelastic saturated soil. The analytical solution is derived for the trans...Based on Biot’s wave equation, this paper discusses the transient response of a spherical cavity with a partially sealed shell embedded in viscoelastic saturated soil. The analytical solution is derived for the transient response to an axisymmetric surface load and fluid pressure in Laplace transform domain. Numerical results are obtained by inverting the Laplace transform presented by Durbin, and are used to analyze the influences of the partial permeable property of boundary and relative rigidity of shell and soil on the transient response of the spherical cavity. It is shown that the influence of these two parameters is remarkable. The available solutions of permeable and impermeable boundary without shell are only two extreme cases of this paper.展开更多
文摘我国至今进行了两次全国性土壤调查,新疆地域辽阔,土壤调查范围有限,历史土壤数据可能存在较大的不确定性。本文选取新疆乌苏县和精河县为研究区,以38个土壤剖面的黏粒数据为例,利用Arc GIS空间分析,通过以点带面法得到两县1∶50000新疆土壤数据库(XSD)。以该图为基础,对1∶1000000面向陆面模拟的中国土壤数据集(LSM)和1∶1000000世界土壤数据库(HWSD)进行空间叠加运算,得出土壤黏粒绝对误差、相对误差的空间图,探讨了三种土壤数据库之间的差异。结果表明:LSM与XSD在0~30 cm平均绝对误差为72.6 g kg^(-1),高于HWSD的66.5 g kg^(-1)。LSM与XSD在30~100 cm的平均绝对误差为82.1 g kg^(-1),低于HWSD的92.7 g kg^(-1)。0~30 cm、30~100 cm HWSD土壤黏粒高于300 g kg^(-1)的图斑最大,面积分别为3567.75 km^2和5423.58 km^2。通过三种数据库之间的差异比较,证明了土壤黏粒历史数据具有较大的不确定性,LSM数据在县域尺度比HWSD数据更为可信。
文摘Based on Biot’s wave equation, this paper discusses the transient response of a spherical cavity with a partially sealed shell embedded in viscoelastic saturated soil. The analytical solution is derived for the transient response to an axisymmetric surface load and fluid pressure in Laplace transform domain. Numerical results are obtained by inverting the Laplace transform presented by Durbin, and are used to analyze the influences of the partial permeable property of boundary and relative rigidity of shell and soil on the transient response of the spherical cavity. It is shown that the influence of these two parameters is remarkable. The available solutions of permeable and impermeable boundary without shell are only two extreme cases of this paper.
