STUDY ANALISIS PENURUNAN TANAH LEMPUNG LUNAK DAN LEMPUNG ORGANIK MENGGUNAKAN PEMODELAN MATRAS BETON BAMBU DENGAN TIANG
ABSTRACT: This study aims to
determine the magnitude of the decline in clay, by comparing the reduction in
soft clay soil of the village Belimbing Sari and organic clay from the village
of Beteng Sari, using concrete reinforcement mats and bamboo poles to increase
the carrying capacity of the land, because the clay when getting the imposition
of the will experience a significant drop.
This research was conducted by making test Boks modeling land subsidence,
and perform impairment 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/cm2, 0.3 kg/cm2, 0.4 kg/cm2, 0.5 kg/cm2. 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.
Penulis: Iswan, Lusmeilia
Afriani, Ikratul Herman
Kode Jurnal: jptsipildd160711
