地梁

阐明了预应力锚索地梁内力的计算应该分张拉阶段和工作阶段分别计算，介绍了按Winkler假定计算预应力锚索地梁的内力的方法。

Its internal forces calculating methods separately according to the two steps and Winkler foundation hypothesis are given .

对地梁的内力计算提出按Winkler弹性地基梁理论进行分析。在结论部分给出了按Winkler假设和本文方法计算结果的比较。

In the conclusion , comparison of calculation results by Winkler 's hypothesis with those by the new method mentioned above is given .

同时，对普通抗滑桩、预应力锚索抗滑桩和预应力锚索地梁等几种主要工程措施的设计计算方法进行了讨论，方便西南交通大学博士研究生学位论文第IV页工程部门在设计时参考。

At the same time , the design and calculation methods of several major engineering measures such as common anti-slide pile , anti-slide pile with prestressed anchor cable and foundation beam with prestressed anchor cable , are discussed .

基于线弹性Winkler地基模型，分别考虑结构的弯曲变形和扭转变形，对框架地梁有限元计算模型进行了详细地分析说明。

Based on the linear elastic Winkler model , the FEM model of the frame foundation beam is analyzed in detail by taking the structural bending and torsion deformation into account respectively .

三峡电源电站工程施工中，对距三峡大坝仅11.9m的门机钢筋混凝土轨道地梁，采用了光面控制爆破进行拆除。

In the excavation construction of power supply electricity station of Three Gorges , smooth controlled blasting was employed in demolition track ground beam of reinforced concrete only 11.9m away from the Three Gorges dam .

预应力锚索地梁与地基共同作用分析

Analysis of interaction of prestressed anchor rope foundation beam and foundation

岩石高边坡预应力锚索地梁的一种内力计算方法

Internal force calculating method of PRESTRESSED-CABLE beam-on-foundation for high rock slope

南京奥体中心体育场超长预应力地梁施工实践

Construction practice of super-long prestressed underground girder in Nanjing Olympic Center Palaestra

预应力锚索地梁的内力计算

Internal Force Calculation of Beams with Prestressed Anchor-Rope on Foundation

对预应力锚索地梁的若干认识

Some views on the ground beam of prestressed anchor cable

复杂环境下爆破拆除钢筋混凝土轨道地梁

Blasting demolition of rail ground beam of reinforced concrete in complicated environment

加热炉基础地梁断裂的处理

Treatment to ground beam fracture of heater 's foundation

预应力锚索地梁荷载传递规律的弹性理论分析

Elasticity analysis on Law of the prestressed anchor rope beam 's load transfer

396m长预应力地梁施工技术

Construction Technology of a 396 Meters Prestressed Ground Beam

阐明预应力锚索地梁的内力计算应该分张拉阶段和工作阶段分别进行。

The internal force of prestressed-cable beam-on-foundation should be respectively calculated for each stage .

滑坡体地梁锚索施工技术及改进措施

Construction Technique and Its Improvment of Chain Anchor and Beam for the Landslide Control

预应力地梁锚索改善边坡受力状态的理论分析

Theoretical analysis for stress state improvement in a slope with the prestressed cable-anchor beam

预应力锚索框架型地梁的内力计算

A Calculation Method of Internal Force for Frame Foundation Beams with Prestressed Anchor Cable

桩与地梁结构设计计算及工程应用研究

Study on Designing and Computing Theory and Engineering Application of Pile and Beam-on-Foundation Structures

山区地基、墩、地梁与框剪结构的整体分析

Analysis of piers , foundation beams and frame shear wall structure in Mountainous Areas

预应力锚索地梁中合理锚固角的确定锚杆锚固体的优化

A method for determining rational anchorage - angle of foundation beam with prestressed anchor-cable

连续配筋混凝土路面凸形地梁锚固有限元分析

Finite element analysis on transverse trench lugs at end of continuously reinforced concrete pavement

预应力锚索地梁设计及其内力影响分析

The Design and Analysis of Influence Factors for Internal Force of Beam with Pre-stressed Anchor

边坡加固中预应力锚索地梁极限状态设计方法

A method for limit state design of foundation beam with prestressed anchor-cable used in reinforced slopes

结构将最终因地梁层承载能力的过早耗尽而失效。

The structural collapse is caused by the exhaustion of the bearing capacity of the base-beams .

结合工程实例，对设计中涉及的锚固工程的稳定性以及地梁的设计问题进行有益的探讨。

Discussions were made about the stability of anchorage work , and design of foundation beam .

岩石高边坡一种预应力锚索框架型地梁的内力计算

A calculation method for internal force of prestressed anchor-rope and frame beam-on-foundation on high rock slope

边坡加固中预应力锚索框架地梁的杆系有限元分析

Pole system finite element analysis for frame foundation beam with prestressed anchor-cable used in reinforced slopes

预应力锚索桩和预应力锚索地梁是近年来应用较多的支挡加固结构，由于理论研究成果不多，没有相应设计规范，设计人员较多地采用简单的梁式结构计算其内力。

Anti-slide pile and beam-on-foundation with prestressed anchor-cable are more and more applied to engineering recent years .

鉴于此，研究了预应力锚索地梁中合理确定锚固角的方法，提出以锚索地梁和坡面岩体间不发生相对滑动为初判条件；

Therefore , some slopes cannot be reinforced efficiently by foundation beam with prestressed cable because of the unreasonable designed anchorage-angle .