The post-soil interaction is modeled using the subgrade reaction method assuming the posts are supported by an array of nonlinear, uncoupled springs.
立柱地基相互作用由一列非线性未耦合的弹簧建模。
Based on the degradation model of subgrade reaction, a new method is proposed for calculation of pile bent with all straight piles.
基于地基系数折减法，提出了全直桩高桩排架的一个计算思路。
This paper puts forward a deformation calculation method based on the modified horizontal coefficient of subgrade reaction.
文中提出了利用考虑地基土水平基床系数修正的杆系有限元法进行加固后深基坑变形计算。
This paper puts forward a deformation calculation method based on the modified horizontal coefficient of subgrade reaction.
文中提出了利用考虑地基土水平基床系数修正的杆系有限元法进行加固后深基坑变形计算。
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