| 1. | Construction technology for pre - stressed anchor - rope in buttressed retaining wall
预应力锚索在扶壁式挡墙中的施工技术 |
| 2. | Stabilizing piles with pre - stressed anchor cables are the development on the basis of stabilizing piles
这种技术是在抗滑桩的基础上发展起来的。 |
| 3. | First scheme is cantilever anti - slide pile with drain system ; the other scheme is pre - stress anchor rope anti - slide pile with drain system
方案一为采用悬臂抗滑桩加排水措施；方案二采用抗滑锚桩加排水措施。 |
| 4. | 4 . the program of the design and calculation of the pre - stressed anchor supporting structure with beam and column is written with the language visual basic
4 、采用visualbasic语言编制了预应力肋梁柱锚杆支挡结构设计计算程序。 |
| 5. | The new method of soil nailing with micro - pile and pre - stressed anchor wire was used to control the deformation of deep excavation
采用微型桩预应力锚索配合土钉支护的新型复合土钉支护方案，经有限元计算对复合土钉和一般土钉的两种方案变形曲线进行对比、分析。 |
| 6. | The pre - stress anchor board supporting technology is economical , speedy and safe enough . it can broaden the constructing space and can promote the efficiency and quality of excavation and restructuring construction
预应力锚板墙支护技术具有经济、快捷、安全性高的优点，它可提供开阔的施工空间，提高挖土和结构施工的效率和质量。 |
| 7. | It is difficult to use pre - stress anchor technique to the deep excavation pit on the coast , in which the stra - tum is highly filled with water and subjected to the penetration of sea water , therefore there is no suc - cessful experience
濒临海边的深基坑，地层含水量高，渗透性大，易受海水渗透影响，在这类基坑中应用预应力锚杆技术困难极大，鲜有成功的工程经验。 |
| 8. | In the pre - stressed anchor supporting structure with beam and column , anchor , supporting structure and soil work jointly , therefore in this paper , rib - column and rib - beam are used models of elastic foundation beams , the solving method of rib - column and rib - beam are given out
由于锚杆和支护结构以及周围土体是共同工作、彼此协调的,因此肋柱、肋梁按弹性地基梁进行计算,并推导出计算公式。 |
| 9. | But now , succeasful application for the pre - stress anchor technique in the same case has been gained by use of one construction method of orifice ponding pouring in the deep excavation pit supporting in xiamen postal edifice , which can be taken for example on similar engineerings
在厦门邮电大厦探基坑支护的预应力锚杆工程中，采用一种“孔口堵水注浆”的施工方法，取得成功，可为类似工程提供借鉴。 |
| 10. | In this paper , from the basis of the geological and physical model of this landslide stabilizing system , the mechanical and mathematical model of piles with pre - stressed anchor cables have been set up , which establishes the foundation of the calculation for the structure design of the system
本文将从这种治理措施的地质与物理模型出发，建立其力学与数学模型，并最终得到其内力分布的解析解，为其结构设计奠定基础。 |
