PERENCANAAN TIANG PANCANG DINDING PENAHAN TANAH (RETAINING WALL) BASEMENT PADA PROYEK APARTEMEN SUN CITY RESIDENCE SIDOARJO

Nada Shelawati, Dandung Novianto, Dyah Lidyaningtias
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Abstract

Apartment Suncity Residence Sidoarjo is an apartment that was set up right behind Mall Suncity Sidoarjo. The number of basement floors in the Suncity Residence Sidoarjo Apartment development project only consists of 1 floor. On the retaining wall, the type of foundation used is a borepile foundation with Ø 60 cm and a length of 38 m. So the purpose of writing this thesis is to provide an alternative foundation structure planning using a concrete pile foundation with a length of 35 m, 38 m, and 40 m with Ø 30, 40 and 50 cm. The method of implementation erection is by using a Hydraulic Static Pile Driver. The data needed are work drawings, soil data, and Surabaya City HSPK 2019. For the calculation of the carrying capacity of the foundation using the N-SPT method and structural calculations assisted by the RSAP program. From the analysis results obtained (1) load for type A = 17,966.79 kg and for type B = 21,962.32 kg. (2) the supporting capacity of the pile obtained alternative 2 with Qtiang Ø 50 = 27,918 kg (3) the number of piles type A is 2 piles and type B is 3 piles type B = 13.36 cm (5) this foundation work uses a fee of Rp. 2,591,177,369, - with a price ratio of 17.99% smaller than the existing foundation.
计划在太阳城住宅区公寓地下室的一堵安全墙上安装木桩
Suncity Residence Sidoarjo是一套公寓,坐落在Suncity Sidoarjo购物中心后面。Suncity Residence Sidoarjo公寓开发项目的地下室楼层数仅为1层。在挡土墙上,使用的基础类型为Ø 60 cm的钻孔基础,长度为38 m。因此,撰写本文的目的是提供一种替代基础结构规划,使用长度为35 m, 38 m和40 m的混凝土桩基础,Ø 30, 40和50 cm。采用液压静力打桩机进行安装。所需数据为施工图、土壤数据和泗水市HSPK 2019。采用N-SPT法计算基础承载力,并辅以RSAP程序进行结构计算。从分析结果可知(1)A型荷载为17,966.79 kg, B型荷载为21,962.32 kg。(2)获得的桩的承载力方案2与Qtiang Ø 50 = 27,918 kg(3)桩数A型为2桩,B型为3桩B型= 13.36 cm(5)本基础工程使用的费用为Rp. 2,591,177,369, -比现有基础的价格比小17.99%。
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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