PENGARUH STABILISASI TANAH LEMPUNG EKSPANSIF MENGGUNAKAN SERBUK LIMBAH KERAMIK TERHADAP NILAI CBR UNSOAKED

RAMADHANNIA, PUTRI TISYA and Dewi, Ratna (2021) PENGARUH STABILISASI TANAH LEMPUNG EKSPANSIF MENGGUNAKAN SERBUK LIMBAH KERAMIK TERHADAP NILAI CBR UNSOAKED. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_03011281722072.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (5MB) | Request a copy
	Text RAMA_22201_03011281722072_TURNITIN.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (8MB) | Request a copy
Preview	Text RAMA_22201_03011281722072_0015067401_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (1MB) | Preview
	Text RAMA_22201_03011281722072_0015067401_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (960kB) | Request a copy
	Text RAMA_22201_03011281722072_0015067401_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (810kB) | Request a copy
	Text RAMA_22201_03011281722072_0015067401_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (1MB) | Request a copy
	Text RAMA_22201_03011281722072_0015067401_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (8kB) | Request a copy
	Text RAMA_22201_03011281722072_0015067401_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (117kB) | Request a copy
	Text RAMA_22201_03011281722072_0015067401_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (2MB) | Request a copy

Abstract

Soil is defined as a basic material that is very influential in the construction of building. Soil has different properties and characteristics at each location. Not all soils have a good bearing capacity, there are also many soils with mineral content that are not strong enough to withstand the load placed on them. One example of a problem soil that is clay, this type of soil is not good because is has a low bearing capacity and has large shrinkage properties. If a construction is built on subgrade that has a low bearing capacity, special techniques and methods are needed to minimize the impact caused by the soil condition. One of the common ways to get good soil properties is to stabilize the soil. The stabilization that was carried out was chemical stabilization by adding ceramic waste powder with mixed variations of 0%, 3%, 6%, 9%, 12%, and 15% with variations in curing time 0 days, 3 days, 5 days, and 7 days. The results of this study indicate that the increasing percentage of ceramic powder addition, the water content value decreases, while the maximum dry density value of the soil increases. From the results of the study, it was also found that the CBR value of unsoaked soil continued to increase along with the addition of the percentage of ceramic powder. The highest CBR value was obtained from a mixture of 9% ceramic powder with a treatment time of 7 days, the CBR value increased from 13.38% to 39.63% after the addition of the ceramic powder.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Stabilisasi Tanah Lempung Ekspansif, Serbuk Keramik
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA703-712 Engineering geology. Rock mechanics. Soil mechanics.Underground construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Mrs. Putri Tisya Ramadhannia
Date Deposited:	23 Sep 2021 05:58
Last Modified:	23 Sep 2021 05:58
URI:	http://repository.unsri.ac.id/id/eprint/54641

Actions (login required)

View Item