This paper also analyses the characteristics and influential factors of single pile under lateral load.
并且研究了单桩在水平荷载下的特性以及影响单桩水平承载力的因素。
The model's servlet USES two kinds of resources with a relatively high latency. These resources differ by their characteristics and behavior under increasing load.
模型的servlet使用两种类型的资源，并伴有较高的延迟。
Therefore, it has great significance to study on the load transfer mechanism and deformation characteristics of composite ground under flexible foundation.
因此开展柔性基础下复合地基的荷载传递规律及其变形特性的研究具有重要意义。
应用推荐