Skripsi

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

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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

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Availability

Detail Information

Series Title

2507006075

Call Number

T1848882025

Publisher

Indralaya : Prodi Magister Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2025

Collation

xv, 98 hlm.; ilus.; tab.; 29 cm.

Language

Indonesia

ISBN/ISSN

-

Classification

551.707

Content Type

Text

Media Type

unmediated

Carrier Type

-

Edition

-

Subject(s)

Prodi Magister Teknik Sipil
Zonasi geoteknik, Konsistensi tanah

Specific Detail Info

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Statement of Responsibility

TUTI

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