在东爪哇省Kediri区,建立一个养鸡场的围墙规划

M. Wardani, F. T. Nuciferani, M. Aulady
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引用次数: 1

摘要

山体滑坡是造成许多受害者的自然灾害之一。因此,滑坡需要一种能承受滑坡力的建筑。本研究的目的是在Kediri县Kandangan街道的农场地区规划挡土墙以防止山体滑坡。所采用的方法是利用滑动分析来规划挡土墙。此外,还对几种土围护墙的规划方法进行了比较。研究结果表明,普通土质挡土墙的规划仍不足以克服滑坡。1/3 H梯田组合,格宾网箱数达7个,总高度2 ~ 3 m,满足滑坡防护安全极限的最小顺流线值为1.541。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Perencanaan dinding penahan tanah untuk menanggulangi kelongsoran pada kompleks peternakan ayam di Kecamatan Kandangan, Kediri, Jawa Timur
Landslide one of the natural disasters that caused many victims. Therefore, the landslide need a construction that can withstand landslide force. This study aims to plan retaining walls to prevent landslides in the farm area in Kandangan Subdistrict, Kediri Regency. The method used is to use slide analysis which is used to plan the retaining wall. In addition the planning of soil containment walls u ses several methods as a comparison. The results of this study indicate that the planning of ordinary soil retaining walls is still not enough to overcome slides. The minimum SF value that meets the safe limit of landslide prevention is 1.541 in the combination of 1/3 H terracing and the number of gabions as many as 7 with a total height of 2- 3 m .
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