The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过
例来说明迭
试算的过程。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过
例来说明迭
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
果表明,不考虑桩顶荷载的中性点位置是最低的,下拽力是最大的。
声明:以上例句、词性类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下
值,并通过一个实例来说明迭
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
析结果表明,不考虑桩顶
的中性点位置是最低的,下拽力是最大的。
声明:以上例句、词性由互联网资源自动生成,部
未经过人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定
性点
位
算下拉荷
值,并通过一个实例来说明迭
试算
过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分析结果表明,不考虑桩顶荷性点位
是最低
,下拽力是最大
。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不表本软件
观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过一个实
来说明迭
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分析结果表明,不考虑桩顶荷载的中性点位置是最低的,下拽力是最大的。
声明:以、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通
实例来说明迭
试算的
程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分表明,不考虑桩顶荷载的中性点位置是最低的,下拽力是最大的。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中
点的位置和计算下拉荷
值,并通过一个实例来说明迭
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
析结果表明,不考虑桩顶荷
的中
点位置是最低的,下拽力是最大的。
声明:以上例句、词类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭法来确定中性点的位置和计
载值,并通过一个实例来说明迭
试
的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分析结果表明,不考虑载的中性点位置是最低的,
拽力是最大的。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力迭算法来确定中性点的位置和计算下拉荷载值,并通过一个实
来说明迭
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分析结果表明,不考虑桩顶荷载的中性点位置是最低的,下拽力是最大的。
声明:以上、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不
表本软件的观点;若发现问题,欢迎向我们指正。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应算法来确定中性点的位置和计算下拉荷载值,并通过一个实例来说明
试算的过程。
Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.
分析结果表明,不考虑桩顶荷载的中性点位置低的,下拽
大的。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不表本软件的观点;若发现问题,欢迎向我们指正。