Ismaili, Abul Fida and Asyifa, Adwiyah (2022) Analysis of Liquefaction Potential Based on SPT and CPT Data in the Yogyakarta International Airport Area. Universitas Teknologi Yogyakarta, International Journal of Engineering, Technology and Natural Sciences.
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Abstract
The occurrence of earthquakes will cause damage to building structures as well as damage to soil structures. One of the impacts is Liquefaction, which is a process or event of changing the state of the soil from a solid state to a liquid state caused by a cyclic load at the time of the earthquake so that there is a change in the voltage in the soil. Analysis method of potential liquefaction using simplified method, based on SPT and CPT data. From the data, cyclic stress ratio (CSR), Cyclic Resistant Ratio (CRR) and security factors were obtained. Based on the calculation analysis, it is known that there is a potential liquefaction in YIA area with different depth variations according to the location of data retrieval with an earthquake magnitude of 7.5 SR.
Item Type: | Other |
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Uncontrolled Keywords: | Standar Penentration Test (SPT ), Cone Penetration Test (CPT), Cyclic Resistance Ratio (CRR), Cyclic Stress Ratio (CSR), Liquefaction |
Subjects: | Z Bibliography. Library Science. Information Resources > ZA Information resources > ZA4050 Electronic information resources |
Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
Depositing User: | Mr. Abul Fida |
Date Deposited: | 16 Jan 2023 02:11 |
Last Modified: | 16 Jan 2023 02:11 |
URI: | http://eprints.uty.ac.id/id/eprint/12175 |
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