ZONASI GEOTEKNIK DI KOTA PALEMBANG BERDASARKAN DATA KONSISTENSI HASIL SONDIR DAN SPT

PUTRA, EKA MAHENDRA and Yulindasari, Yulindasari and Hadinata, Febrian (2025) ZONASI GEOTEKNIK DI KOTA PALEMBANG BERDASARKAN DATA KONSISTENSI HASIL SONDIR DAN SPT. Masters thesis, Sriwijaya University.

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Abstract

This study aims to analyze the distribution pattern of hard soil and soil consistency values at certain depths at each test point. Palembang City has alluvial, clay/clay, sandy, and swampy layered soil types. The research method was carried out by collecting primary data from sondir tests and secondary data from SPT tests spread across Palembang City. And the data were grouped based on soil consistency. From the results of the study, it shows the depth of hard soil from sondir data with a qc value ≥ 150 kg / cm² which can be concluded in the downstream part of Palembang City, the depth of hard soil starts from 3-12 m. For the depth of hard soil along the Musi River, it is 15-18 m. While in the upstream part of Palembang City, the hard soil is at a depth of 21-30 m. Meanwhile, from the SPT data, the depth of hard soil with an SPT value ≥ 30 which can be concluded in the downstream part of Palembang City, the depth of hard soil starts from 6-15 m. For the depth of hard soil along the Musi River, it is 18-21 m. Meanwhile, in the upstream part of Palembang City, the hard ground is at a depth of 21-33 m

Item Type:	Thesis (Masters)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA174.A385 Engineering design--Data processing. Manufacturing processes--Data processing. Computer integrated manufacturing systems. Manufacturing processes--Automation. CAD/CAM systems.
Divisions:	03-Faculty of Engineering > 22101-Civil Engineering (S2)
Depositing User:	Eka Mahendra Putra
Date Deposited:	03 Oct 2025 05:05
Last Modified:	03 Oct 2025 05:05
URI:	http://repository.unsri.ac.id/id/eprint/184888

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