The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力法来确定中性点
位置和计
下拉荷载值,并通过一个实例来
过程。
The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.
采用有效应力法来确定中性点
位置和计
下拉荷载值,并通过一个实例来
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,不考虑桩顶荷载
中性点位置是最低
,下拽力是最大
。
声: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.
有效应力迭
算法来确定中性点的位置和计算下拉荷载值,并通过一个实例来说
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,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:
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.
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:以上例句、词性分类均由互联网动生成,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
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.
分析结果表明,不顶
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.
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:以上例句、词性分类均由互源自动生成,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.
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:、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.
采有
应力迭
算法来确定中性点
位置和计算下拉荷载值,并通过一个实例来说
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,不考虑桩顶荷载
中性点位置是最低
,下拽力是最大
。
: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.
采用有效应法来确定中性点的位置和计
下拉荷载值,并通过一个实例来说明
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,不考虑桩顶荷载的中性点位置最低的,下
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.
采用有效应力迭法
确定中性点
位置和计
下拉荷载值,并通
一个实例
迭
试
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,不考虑桩顶荷载
中性点位置是最低
,下拽力是最大
。
声: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
观点;若发现问题,欢迎向我们指正。