Bangunan Pengaman Pantai Nelayan Laut Kelurahan Pangkalan Sesai Kecamatan Dumai Barat Kota Dumai

Agung Suhendra, Sony Adiya Putra, Susy Srihandayani
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Abstract

Retaining walls which are often referred to as retaining walls are constructions that must be installed on building structures on sloping land. Commonly used in dwellings located on the edge of slopes or rivers, the use of retaining walls is very effective in preventing hazards such as landslides. The purpose of this study was to be able to plan the sheet pile as a Marine Fisherman Beach Safety Building, West Dumai District, PangkalanSesai, Dumai City, Riau with the results of the analysis that it can be seen that the value of the vertical force due to its own weight and uniform load on the soil surface that occurs on the sheet pile. of 521.91 kN and the value of the vertical moment on the sheet pile is 13.80 kN.m. The value of the horizontal force due to the active earth pressure, passive earth pressure and water pressure on the sheet pile is 3.79 kN, and the horizontal moment force is 2.20 kN.m. The results of the pile stabilization analysis show that the control value of the stability of the overturning that occurs in the sheet pile is 6.27 1.5 in this condition, the sheet pile is categorized as safe. The control value of stability against shear that occurs in the sheet pile is 3.61 ≥ 1.5 in this condition the sheet pile is categorized as safe. The control value of the stability of the bearing capacity of the subgrade on the sheet
挡土墙通常被称为挡土墙,是必须安装在坡地上的建筑物结构上的建筑物。挡土墙通常用于位于斜坡或河流边缘的住宅,它在防止山体滑坡等危险方面非常有效。本研究的目的是能够将板桩规划为廖内省杜麦市PangkalanSesai杜迈西区海洋渔人海滩安全大楼,分析结果可以看出,板桩上由于自身重量和均匀荷载而产生的垂直力值。为521.91 kN,板桩竖向弯矩为13.80 kN.m。主动土压力、被动土压力和水压力作用于板桩的水平力值为3.79 kN,水平弯矩力为2.20 kN.m。桩稳定性分析结果表明,在这种情况下,板桩发生倾覆的稳定性控制值为6.27 1.5,板桩属于安全桩。板桩抗剪稳定控制值为3.61≥1.5,此时板桩为安全桩。板上路基承载力稳定性控制值
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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