Iswan, iswan and Afriani, Lusmeilia and Adha, Idharmahadi and Ikratul, H, Ikratul (2016) EKSPERIMEN DAN ANALISISPERILAKUTANAH LEMPUNG LUNAK DAN LEMPUNG ORGANIKDITINJAU DARI SIKLUS PEMBEBANAN YANG MENGGUNAKANMATRAS BETON BAMBU. In: Seminar NAsional Sains Matematika Informatika dan Aplikasinya (SN SMIAP IV), 26-27 Oktober 2016, Bandar Lampung.

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Abstract

This research was conducted by making test Boks modeling land subsidence, and performimpairment testing ground that has been given concrete reinforcement using a bamboo mat with a pole on soft clay soil of the village Belimbing Sari and organic clay from the village of Beteng Sari. Using weights ranging from 0.2 kg/cm , 0.3 kg/cm 2 , 0.4 kg/cm 2 , 0.5 kg/cm 2 . Testing was conducted on the impairment testing ground to seek consolidation coefficient (Cv), congestion coefficient of volume (Mv), compression index (Cc) and coefficient of compression (Av). Based on the research results, the test box, the decline in clay is lower than the original soil testing, this happens because the test soil reinforcement box has been given a concrete form bamboo mat with a pole. From this it can be concluded that the carrying capacity of the clay to get better after being given reinforcement. This is because the pore cavities filled with particles that bind to each other so that the soil structure becomes more dense and easily compressible. So when it is under pressure from the imposition of land subsidence will be minor. Keywords: Soft Clay Soil, Soil Organic Clays, Consolidation 2

Item Type:	Conference or Workshop Item (Speech)
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik (FT) > Prodi Teknik Sipil
Depositing User:	Dr.Ir Lusmeilia Afriani
Date Deposited:	12 Apr 2022 01:41
Last Modified:	12 Apr 2022 01:41
URI:	http://repository.lppm.unila.ac.id/id/eprint/41252

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