Perencanaan Ulang Pondasi Tiang Pancang Mini Pile (Square Pile) sebagai Alternatif Perkuatan Pondasi pada Proyek Pembangunan SMPN 9 Kota Kediri. (Re-Planning of Mini Pile (Square Pile) Foundation As An Alternative to Foundation Reinforcement in The Construction Project of SMPN 9 Kediri City).

Laksono, Andri Dwi (2023) Perencanaan Ulang Pondasi Tiang Pancang Mini Pile (Square Pile) sebagai Alternatif Perkuatan Pondasi pada Proyek Pembangunan SMPN 9 Kota Kediri. (Re-Planning of Mini Pile (Square Pile) Foundation As An Alternative to Foundation Reinforcement in The Construction Project of SMPN 9 Kediri City). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

The SMPN 9 Kediri City building is a public school located in Pesantren District, Kediri City, East Java. The construction of SMPN 9 Kediri Building is planned to use spun pile foundation ⌀ 0.30 m long 5 m. The foundation is difficult to obtain or not ready stock in the manufacturer. The foundation is difficult to obtain or not ready stock in the manufacturer. The existing condition uses a bored pile foundation of 0.40 m diameter. This research aims to analyse the bearing capacity value of mini pile foundation with dimension variation and existing bored pile foundation and its reduction. In this study using different methods, namely the Mayerhoff and Aoki & De Alencar methods and to determine the working axial load, the authors used the SAP2000 v22 application programme. Based on the results of analysis and calculation, the ultimate bearing capacity (Qult) of piles obtained by Meyerhoff method dimensions 0.20 x 0.20 m, 0.25 x 0.25 m, 0.30 x 0.30 m, obtained values of 74.785 Ton, 104.885 Ton, 134.544 Ton, respectively, and Aoki & De Alencar method dimensions 0.20 x 0.20 m, 0.25 x 0.25 m, 0.30 x 0.30 m, obtained values (Qult) of 43.031 Ton, 61, 425 Ton, 83.657 Ton, the ultimate bearing capacity (Qult) of the existing pile (bored pile installed in the project) diameter of 0.40 m is 182.537 Ton and the value (Qg) is 136.058 Ton/m2, while the bearing capacity of the mini pile foundation 0.30 m x 0.30 m Mayerhoff method used as an alternative foundation design is 138.544 Ton and the value (Qg) is 128.262 Ton/m2. The decrease of a single pile in the design of the mini pile foundation used as an alternative is 0.0053 m, while the decrease of the group pile is 0.012 m, the decrease of the planned foundation is still safe from the permissible decrease which is still below 0.02m. Keywords: Pile foundation, Bearing capacity, Settlement

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Pile foundation, Bearing capacity, Settlement.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431900017 Andri Dwi Laksono
Date Deposited: 07 Dec 2023 04:56
Last Modified: 07 Dec 2023 04:56
URI: http://repository.untag-sby.ac.id/id/eprint/26780

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