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1)  pre-stressed anchor rod retaining wall
预应力锚杆挡墙
1.
The author in the side slope government\'s process the lessons learned lesson, the union project practice proposed unceasingly one kind of new anti-slippery structure——vertical pre-stressed anchor rod retaining wall carries on the government to the side slope, serves purpose which the solid earth afforest
作者在边坡治理的过程中不断总结经验教训,结合工程实践提出了一种新的阻滑结构——垂直预应力锚杆挡墙对边坡进行治理,达到固土绿化的目的。
2)  vertical prestressed anchored cement soil wall
垂直预应力锚杆式水泥土挡墙
3)  pre-stressed rope anti-slide retaining wall
预应力锚索挡土墙
1.
Combine the pre-stressed rope and general anti-slide retaining wall to form the combined anti-slide structure of pre-stressed rope anti-slide retaining wall, and used to treat the landslide.
将预应力锚索和普通重力式抗滑挡土墙进行组合,形成了预应力锚索挡土墙组合抗滑结构,用于对滑坡、高边坡的整治,以最大限度地发挥这两者抗滑结构的优点,达到高效、经济、快速整治滑坡的目的。
4)  anchor retaining wall
锚杆挡墙
1.
Based on the stability analysis of the slope,field investigation,lab tests and the comparisons among several support schemes,it was tested that anchor retaining wall is the most reasonable and economical support scheme.
5m,需做永久性支护,通过现场勘察、室内试验的信息采集、稳定性分析及支护方案的比较认为,锚杆挡墙是该边坡最合理和经济的支护方案,已被建设方和质检部门采用和实施。
5)  Prestressed anchor
预应力锚杆
1.
Study and application of flexible retaining method with prestressed anchor;
预应力锚杆柔性支护法的研究与应用
2.
Nonlinear finite element analysis of prestressed anchor flexible retaining for deep excavation;
深基坑预应力锚杆柔性支护的非线性有限元分析
3.
Application of the technology of the prestressed anchor and soil nailing united supporting in deep foundation pit;
预应力锚杆与土钉墙联合支护技术在某深基坑支护中的应用
6)  pre-stressed anchor
预应力锚杆
1.
Application of the pre-stressed anchor in one deep foundation support project;
预应力锚杆在某深基坑支护工程中的应用
2.
Simulation study on composite support technique for pre-stressed anchor and soil-nailing wall;
预应力锚杆复合土钉支护模拟研究
3.
It consists of upright plate,ribbed plate,anti-slide pier and pre-stressed anchor.
预应力锚杆无底扶壁结构是重庆市南岸滨江路护岸工程中首次提出并得到良好应用的一种新型结构。
补充资料:预应力
分子式:
CAS号:

性质:试验中试样所受到的预加的恒定静态应力,单位为Pa。在生热性疲劳试验中,如固特里奇屈挠试验中,一般都施加一恒定预应力,使试样产生一静态变形,再叠加一周期压缩变形进行试验,通常预应力的大小会影响试样的疲劳寿命,预应力越大,则试样寿命会越明显缩短。也有的先施加一静态压缩变形,再叠加周期性剪切变形进行试验。

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