Soil Reinforcement Model Test Using Timber Pile at Liquefaction Area

نویسندگان

چکیده

Indonesia is a tropical country threatened by many disasters, such as earthquakes and other collateral hazards (liquefaction). Utilization of micro pile on the liquefaction prone areas quite popular to increase soil bearing capacity. In this research, Eucalyptus Pellita Timber was used micro-piles alternatives. This study aims determine effect timber addition settlement in Some laboratory investigations were conducted, physical mechanical characteristics, preloading tests, seismic load tests using small-scale shaking table test. The carried out for 40 days, settlements recorded every 24 hours. Subsequently, conducted sandy with Dr = 40%. duration 37 seconds, PGA 0.3 g f 0.78 Hz. test results show that pellita piles are able reduce 18%. from testing 68% due earthquake loads 0.3g frequency Hz potential liquefaction. resistance at tip skin friction pile. So, model test, it shows use Pelita can be an alternative handling soils where has occur. Doi: 10.28991/CEJ-2023-09-06-016 Full Text: PDF

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ژورنال

عنوان ژورنال: Civil Engineering Journal

سال: 2023

ISSN: ['2676-6957', '2476-3055']

DOI: https://doi.org/10.28991/cej-2023-09-06-016