ANALISIS KARAKTERISTIK FISIS TANAH LEMPUNG DENGAN PERBAIKAN TANAH MENGGUNAKAN METODE VACUUM CONSOLIDATION

REYHAN, MUHAMMAD and Dewi, Ratna (2024) ANALISIS KARAKTERISTIK FISIS TANAH LEMPUNG DENGAN PERBAIKAN TANAH MENGGUNAKAN METODE VACUUM CONSOLIDATION. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_03011281924029.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (6MB) | Request a copy
	Text RAMA_22201_03011281924029_TURNITIN.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (7MB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (1MB)
	Text RAMA_22201_03011281924029_0015067401_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (497kB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (925kB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (880kB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (93kB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (147kB) | Request a copy
	Text RAMA_22201_03011281924029_0015067401_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (3MB) | Request a copy

Abstract

The Palembang - Indralaya Toll Road section, when viewed based on its geological structure, consists of silty clay soil. Under loading, this soil experiences significant settlement due to its low bearing capacity. To prevent excessive settlement before and after construction activities, soil improvement is necessary. The vacuum consolidation method is one such method for soil improvement, which involves using a vacuum pump instead of soil embankments (preloading) connected to Prefabricated Vertical Drains (PVD) in the area to be treated. This study uses clay soil samples taken from the vicinity of the Palembang - Indralaya Toll Road shoulder. The research is conducted in a laboratory setting to identify changes in the physical and morphological properties of the clay soil substrate before and after the application of a specific vacuum consolidation procedure. The results of the soil's physical characteristic tests show an increase in the clay soil's physical characteristics after the vacuum consolidation method, resulting in denser soil and tighter soil particles supported by the soil's morphology as observed in the scanning electron microscopy (SEM) test results.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Sifat Fisis, Tanah Lempung, Metode Vacuum Consolidation, Scanning Electron Microscopy
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA174 Engineering design T Technology > TA Engineering (General). Civil engineering (General) > TA715-787 Earthwork. Foundations
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Muhammad Reyhan
Date Deposited:	24 Jan 2024 08:47
Last Modified:	24 Jan 2024 08:47
URI:	http://repository.unsri.ac.id/id/eprint/139516

Actions (login required)

View Item