1) cantilevered anti-sliding pile
悬臂抗滑桩
1.
In a laboratory model experiment of a cantilevered anti-sliding pile under acid-stress coupling,the pile body displacement variation is monitored continuously,and both concrete strength and neutralization depth are tested.
通过悬臂抗滑桩在酸-应力耦合作用下的室内模型试验,连续观测桩身位移变化,测试混凝土受腐蚀后的强度和中性化深度。
2) cantilever anti-slide pile
悬臂式抗滑桩
1.
Experimental investigation on three-dimensional soil arching effect between adjacent cantilever anti-slide piles with rational spacing
合理间距条件悬臂式抗滑桩三维土拱效应试验研究
2.
Directing toward the flow design of cantilever anti-slide piles,the thesis which is based on foundation coefficient method and finite element method mainly analyzes service behavior influences by changing several design parameters,such as cross-section type,cross-section size,range interval,strength of rock mass in anchorage zone,bedded length,and so on.
针对当前悬臂式抗滑桩设计计算的流程,结合地基系数法和有限单元法,以改变设计参数为研究手段,重点分析了桩截面类型、桩截面几何尺寸、桩间距、锚固段岩土体强度和嵌入深度对悬臂式抗滑桩工作性能的影响。
3) cantilever pile-bolt
带悬臂桩-锚杆抗滑体系
4) cantilever pile
悬臂桩
1.
Application of cantilever pile and high pressure rotary-spray pile in foundation support;
悬臂桩和高压旋喷桩在基坑支护中的应用
2.
Study of stability of soil between adjacent cantilever piles in incised slope
切方边坡悬臂桩桩间土稳定性研究
3.
Integrated with practical engineering, the design and construction of double-row piles is discussed in detail, which shows double-row piles are superior to cantilever pile and shoring system of pile and anchor under special conditions.
说明在特定条件下,双排桩比悬臂桩、桩锚结构更具有优越性。
5) cantilever-pile method
悬臂桩法
1.
Some improvements are made on the cantilever-pile method for the calculation of internal forces of anti-sliding piles.
对抗滑桩内力计算之悬臂桩法作了适当改进:建立了滑动面上下统一的坐标系;将桩在滑动面以上部分视为弹性定向铰支的悬臂梁,以使滑动面上下位移符合连续性的实际情况;桩在滑动面以下部分视为"Winkler"弹性地基梁,采用地基系数"m"法计算桩身内力,推导了有限差分计算公式;编制了全桩内力计算程序,可适用于滑坡推力和桩前滑体抗力分布的多种形式以及抗滑桩为刚性桩和弹性桩的情况,同时可得到理想的可视化计算结果。
6) belt cantilever pile
带悬臂桩
1.
On the basis of special deformation form and movement characters of Shijialiang Iandslide, the belt cantilever pile-bolt slide-resistance system are used for its control through the model tests in several conditions, a lot of computer simulated analyses and studies in optimizing design.
本文根据施家梁滑坡特殊的变形形态及运动特征，通过多种情况的模型试验及大量的计算机仿真分析经优化设计研究，采用带悬臂桩－锚抗滑结构体系的治理方案，改善了锚桩受力状态，可以产生良好的社会、经济效益。
补充资料：悬臂梁式冲击试验
分子式：
CAS号：
性质：又称悬臂梁式冲击试验。一种常用的抗冲击性测试方法。用一自由落下的摆锤去撞击一垂直放置的矩形截面的直条棒状试样。试样的下端固定。试样可以是带刻痕或不带刻痕的。Izod冲击强度反映试样遭撞击破坏时摆锤的能量损失。可用单位试样宽度的能量或单位试样截面的能量表示。需要注意Izod冲击强度是随试样的尺寸而异的。
CAS号：
性质：又称悬臂梁式冲击试验。一种常用的抗冲击性测试方法。用一自由落下的摆锤去撞击一垂直放置的矩形截面的直条棒状试样。试样的下端固定。试样可以是带刻痕或不带刻痕的。Izod冲击强度反映试样遭撞击破坏时摆锤的能量损失。可用单位试样宽度的能量或单位试样截面的能量表示。需要注意Izod冲击强度是随试样的尺寸而异的。
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