高斯随机场 meaning in Chinese

gaussian random field

Correlative function method and variable function method are used to calculate the relevant range of soil layer . the limit capacity of bored pile is determined by the cone penetration tests ( cpt ) and the static loading tests and related statistics parameters are also evaluated . considering the effects of group piles , the action effect is calculated by the settlement of pile foundation and the reliability index of single pile as well as group piles is determined by monte - carlo method
本文选择临近场地的四座高层建筑地基的全部勘测资料，以沿深度方向的一维平稳高斯随机场作为桩基土层土性参数的数学模型，利用相关函数法和变异函数法计算土层的相关范围，由cpt和静载试验结果综合确定钻孔灌注桩的极限承载力，进而对相同场地各试桩的承载力进行折算后检验其概率分布，并估计有关统计参数：考虑群桩效应确定桩基承载力，由桩基沉降反算其作用效应，由monte - carlo方法计算单桩及群桩的可靠指标。