@thesis{thesis,
		author={Anwar  Muh. Yasin and Handayasari  Indah},
		title ={PENGARUH PENAMBAHAN GYPSUM SINTETIS (CaSO4.2H2O) DAN KAOLIN  (Al2O32SiO4.2H2O) DITINJAU  DARI  PENGUJIAN TRIAKSIAL UNCONSOLIDATED UNDRAINED TERHADAP TANAH GAMBUT DI  WILAYAH KARANG TENGAH, TANGERANG, BANTEN},
		year={2017},
		url={http://156.67.221.169/136/},
		abstract={The peat soil in Karang Tengah, Tangerang, Banten is peat soil with brown to black color and saturated water so it can not be used directly to carry the construction load on it. Construction of buildings on peat soils requires good investigation and processing of the soil prior to the construction process. Peat soil is a land with high water absorption characteristics. Therefore, land improvement is needed to increase the carrying capacity of peat soil. The addition of the synthetic gypsum and kaolin is expected to alter the physical properties of the soil and increase the carrying capacity of peat soils in the region. Method of improving the state of the soil used is by chemical means. This study used synthetic gypsum and kaolin as added ingredients, with kaolin variations of 5%, 10%, 15%, 20% and synthetic gypsum 15% of the soil sample weight. From the variation of the mixture, the optimum percentage value of 15% kaolin and 15% synthetic gypsum has a specific gravity 2.5692, liquid limit of 63.4260%, plastic limit of 33.9126%, plasticity index 29.5134%, shrinkage limit of 15.8810%, cohesion 0.7626 kg / cm2, and shear angle value 66 ° 45'26.89 ''. From the results of this study the use of synthetic gypsum and kaolin as soil stabilization materials can improve the condition of peat soil of Metland Boulevard area, Karang Tengah, Tangerang, Banten.}
		}