PENGARUH PENAMBAHAN ABU SEKAM PADI TERHADAP NILAI KEKUATAN GESER TANAH DENGAN UJI TRIAXIAL UU

RAHMADHANI, FERINA and Yulindasari, Yulindasari and Dewi, Ratna (2020) PENGARUH PENAMBAHAN ABU SEKAM PADI TERHADAP NILAI KEKUATAN GESER TANAH DENGAN UJI TRIAXIAL UU. Undergraduate thesis, Sriwijaya University.

[thumbnail of RAMA_22201_03011281621038.pdf] Text
RAMA_22201_03011281621038.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (9MB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_TURNITIN.pdf] Text
RAMA_22201_03011281621038_TURNITIN.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (6MB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_01_front_ref.pdf]
Preview
Text
RAMA_22201_03011281621038_0022077907_0015067401_01_front_ref.pdf - Accepted Version
Available under License Creative Commons Public Domain Dedication.

Download (2MB) | Preview
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_02.pdf] Text
RAMA_22201_03011281621038_0022077907_0015067401_02.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (965kB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_03.pdf] Text
RAMA_22201_03011281621038_0022077907_0015067401_03.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_04.pdf] Text
RAMA_22201_03011281621038_0022077907_0015067401_04.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (880kB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_05.pdf] Text
RAMA_22201_03011281621038_0022077907_0015067401_05.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (283kB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_06_ref.pdf] Text
RAMA_22201_03011281621038_0022077907_0015067401_06_ref.pdf - Bibliography
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (297kB) | Request a copy
[thumbnail of RAMA_22201_03011281621038_0022077907_0015067401_07_lamp.pdf] Text
RAMA_22201_03011281621038_0022077907_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 has important roles in a construction work. Soil is the building supporting foundation or the construction of the building itself. But not all types of soil can be used directly. One of those is clay. Before being used in the construction, it is necessary to stabilization the clay. The method used in this study was chemical soil stabilization by addition 3%, 6%, 9%, 12% and 15% of rice husk ash to the soil and the curing was carried out in 0 days, 7 days and 14 days. The physical and mechanical tests performed was: Specific Gravity Test, Atterberg limits test, Standard Compaction Test and Triaxial UU test. The Specific gravity test showed a decrease in the value of Specific gravity along with increasing rice husk ash. The plastic index of soil decreased along with the addition of rice husk ash. The standard compaction test showed an increase in the optimum water content in addition rice husk ash while a decrease in the maximum dry density. Triaxial UU test showed the addition of rice husk ash can increase the shear strength of the soil. The largest shear strength value was 1.044 kg / cm2 obtained at addition of 6% rice husk ash with 7 days curing period. While the smallest shear strength value is 0.698 kg / cm2 obtained at addition of 3% rice husk ash with 0 days curing period.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Tanah Lempung, Abu Sekam Padi, Pengujian Triaxial UU, Masa perawatan
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA703-712 Engineering geology. Rock mechanics. Soil mechanics.Underground construction
T Technology > TA Engineering (General). Civil engineering (General) > TA715-787 Earthwork. Foundations
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Users 9340 not found.
Date Deposited: 21 Dec 2020 07:55
Last Modified: 21 Dec 2020 07:55
URI: http://repository.unsri.ac.id/id/eprint/38840

Actions (login required)

View Item View Item