2) supported by piles
桩支承式
1.
The caissons supported by piles effectively escape from problems of beyond-sink, deflection in.
桩支承式沉井有效地预防了在软土地基中极易产生超沉、偏倾等施工难题,在工程实践中收到了较为满意的效果。
3) piled embankment
桩承式路堤
1.
Study of soil arching in piled embankment with FEM;
桩承式路堤土拱效应有限元研究
2.
Simplified method of settlement calculation and its application to piled embankments
桩承式路堤沉降简化计算方法及其应用
3.
The piled embankment is an effective method for controlling the post-construction settlement of embankment which has been emerged recently.
桩承式路堤是近年来发展起来的一种有效的控制路堤工后沉降的方法,具有沉降小,施工方便,质量可靠等优点。
4) pile-supported embankment
桩承式路堤
1.
Numerical simulation and comparison of pile-net composite foundation with pile-supported embankment;
桩–网复合地基与桩承式路堤的对比数值模拟
2.
The pile-supported embankment is a new embankment structure introduced into China recently,which can control the residual settlement of the embankment reasonably and effectively and has a wide application prospect.
桩承式路堤是近年来引入国内的一种合理有效的控制路堤工后沉降的新型路堤结构形式,有着广泛的应用前景。
3.
Taking Shen-Su-Zhe-Wan(SJZA) highway as engineering background,in-situ study of pile-supported embankment with pile partially penetrated in soft soils is carried out.
以申苏浙皖高速公路为工程背景,对软土层未打穿的桩承式路堤进行现场实测研究。
5) piled embankments
桩承式路堤
1.
Three dimensional simulations on soil arching of piled embankments
桩承式路堤土拱效应的三维数值模拟
2.
Soil arching has significant influence on behaviors of piled embankments.
桩承式路堤土拱效应对路堤的荷载传递和沉降变形性状有重要影响,桩土应力比是评价土拱效应的重要参数。
3.
The analysis of soil arching is the first important issue for the design of piled embankments.
土拱效应分析是桩承式路堤设计时需要解决的首要问题,在总结分析已有现场测试资料及研究成果的基础上,建立能考虑路堤填筑过程与地基土固结相耦合的土拱效应计算模型。
6) piled embankment
桩承式围堤
1.
Effect of piled embankments on adjacent piles for bridge abutments;
桩承式围堤对邻近桥梁桩基的影响
2.
Analysis of influence of piled embankment on adjacent piles for bridge abutments;
桩承式围堤对邻近桥梁桩基的影响分析
补充资料：支承式支座
分子式：
CAS号：
性质：立式支座的一种结构型式。尺寸已经标准化。由钢管作支承件的称支承式支脚；由钢板组焊件作支承件的称支承式支座。优点是支座结构简单轻便。缺点是对器壁产生很大的局部应力。所以常在支座和器壁间加一块垫板。适用于小型立式设备。
CAS号：
性质：立式支座的一种结构型式。尺寸已经标准化。由钢管作支承件的称支承式支脚；由钢板组焊件作支承件的称支承式支座。优点是支座结构简单轻便。缺点是对器壁产生很大的局部应力。所以常在支座和器壁间加一块垫板。适用于小型立式设备。
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