首页> 外文OA文献 >PRACTICAL EARTH ANCHORING TECHNOLOGY FOR STRENGTHENING SLOPE WALL PROTECTION (CASE STUDY: DG. SIRUA ROAD POST CONSTRUCTION FAILURE WITH SKYHOOK ??? GRID BEAM TECHNOLOGY IN MAKASSAR CITY ??? INDONESIA)
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PRACTICAL EARTH ANCHORING TECHNOLOGY FOR STRENGTHENING SLOPE WALL PROTECTION (CASE STUDY: DG. SIRUA ROAD POST CONSTRUCTION FAILURE WITH SKYHOOK ??? GRID BEAM TECHNOLOGY IN MAKASSAR CITY ??? INDONESIA)

机译:加强坡墙保护的实用地球锚固技术(案例研究:带有Syookok的DG。SIRUA道路后施工失败???马卡萨尔市的网格梁技术???印度尼西亚)

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摘要

The application of soil anchoring system and grid beam method of strengthening protection wall post construction failure was observed in this research. The construction of the slope wall protection is situated to suit the existence of barrier made for aqueduct. Based on the numerical simulation on scenario of potential causes of slope failure, it indicates several phenomena such as the stability of barrier foundation experiences drastic drop. Scrutinizing the result of investigation and ideal design criterion for structural element of barriers, the condition function of existing protection wall has the factor of slope stability SF=1.01~1.09, which is categorized as not safe and condition barrier failure. The strengthening method of soil anchoring (Skyhook Earth Anchor, with the capacity of 4 tons) which is combined with grid beam manages to improve the barrier???s stability to SF=1.24~1.46 post construction and reduce horizontal displacement of barrier.
机译:观察了土锚固系统和格构梁法在加固防护墙施工后破坏中的应用。倾斜墙保护装置的结构要适合存在于渡槽的障碍物。在对边坡破坏的潜在原因进行了数值模拟的基础上,指出了障碍基础的稳定性等急剧下降的现象。仔细研究屏障的结构元件的调查结果和理想的设计准则,现有防护墙的状态函数具有边坡稳定系数SF = 1.01〜1.09,被归为不安全和状态屏障失效。结合网格梁的土壤锚固(Skyhook地锚,容量为4吨)的加固方法可提高屏障的稳定性,施工后对SF = 1.24〜1.46的稳定性并减少屏障的水平位移。

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