1) pile head settlement
桩顶沉降量
2) Pile top settlement
桩顶沉降
3) pile top load versus settlement curves
桩顶荷载-桩顶沉降曲线
1.
Based on field loading test pile data in three engineering sites,it had a fitting analysis on the pile top load versus settlement curves(Q-S curves) and had a bearing capacity calculation of thin-wall cast-in-situ tubular piles.
基于3个场地共13根桩的现场试验资料,对现浇混凝土薄壁筒桩进行了桩顶荷载-桩顶沉降曲线的数学拟合和承载力计算。
4) settling volume of single pile
单桩沉降量
1.
Since the settling volume of single pile obtained from a static load test has gray characters,Load Q is considered as generalized time and forecasting model of GM(1,1) is established with equal step distance and unequal step distance of load sequence.
工程应用结果表明,所建立的GM(1,1)模型在预测单桩沉降量方面具有较好的实用性和可靠性。
5) peg end settlement
桩端沉降量
1.
Based on the study of the engineering geological conditions,the baseground stress distribution of the bridge pier and peg end settlement is calculated by FEM.
在对长江巴东公路大桥桥址区工程地质条件研究的基础上 ,采用有限元法计算了桥墩地基应力分布和桥墩基桩的桩端沉降量 ,认为主桥墩处的应力改变最大 ,同时主桥墩的沉降量也最大 ,影响深度达桩端下 5 0～ 60 m,辅桥墩处的应力改变和沉降量较小 ,相对来讲 ,南岸的应力分布的变化比北岸
6) foundation pile settlement
基桩沉降量
1.
By using parallel gray neural network,this paper discusses the effective prediction of foundation pile settlement and data remedy in static tests under the similar geological conditions,and offers the calculation methods for them.
本文旨在通过并联灰色神经网络模型,探讨静荷载试验中相似地质条件下基桩沉降量的有效预测和数据修补问题,并给出计算方法。
补充资料：顶桩
1.上端支承建筑物的木桩。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条