Analisis Perbandingan Kapasitas Dukung dan Penurunan Pondasi Tiang Pancang Berdasarkan Data Uji SPT (Standard Penetration Test) dan PDA (Pile Driving Analyzer). (Comparative Analysis of Pile Foundation Bearing Capacity and Settlement Based on SPT Test (Standard Pentration Test) and PDA (Pile Driving Analyzer)).

Pradista, Reny (2024) Analisis Perbandingan Kapasitas Dukung dan Penurunan Pondasi Tiang Pancang Berdasarkan Data Uji SPT (Standard Penetration Test) dan PDA (Pile Driving Analyzer). (Comparative Analysis of Pile Foundation Bearing Capacity and Settlement Based on SPT Test (Standard Pentration Test) and PDA (Pile Driving Analyzer)). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Construction of medical building phase 3 RS. Siti Khodijah Muhammadiyah Sepanjang is planned to use a D-50 cm prestressed square pile concrete pile foundation with a depth of 30 m as the main support for the load on it. In existing conditions using a group pile foundation. In determining the number of pile configurations in a group depends on the value of the carrying capacity of a single pile. This research aims to analyze the comparison of bearing capacity and settlement of foundation based on SPT (Standard Penetration Test) and PDA (Pile Driving Analyzer) test data. In this research using four combinations of methods, namely Meyerhof (1976) a Tomlinson, Meyerhof (1976) a U.S. Army Corps, Vesic (1977) a Tomlinson, and Vesic (1977) a U.S. Army Corps. As for the comparison of settlement, empirical methods (Vesic 1970) and finite element methods are used with the help of the PLAXIS 2D V8.6 program. Based on comparative analysis, the nearest result to the PDA (Pile Driving Analyzer) test result is the Vesic 1977 a US Army method, which is 315.16 tons For other methods, the Meyerhof 1976 a Tomlinson method of 506.20 tons, the Meyerhof 1976 a US Army Corps combination method of 370.84 for the Vesic 1977 a Tomlinson method of 450.52 tons. While the settlement for the empirical method of the Vesic 1970 method was 8.5 mm, and the Plaxis 2D 8.6 auxiliary program resulted in a total decrease value of 4.07 mm.

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