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Agus Tugas Sudjianto,Kabul Basah Suryolelono,Ahmad Rifa?i,Indrasurya B Mochtar
Pág. pp. 100 - 105
When expansive clay is wetted, deformations occur both vertically and laterally. If it is tested in an oedometer ring apparatus the lateral deformation will be restrained by the wall of the ring. This paper present the results of an experimental investig...
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Gogot Setyo Budi,Andy Cristanto,Eddy Setiawan
Pág. pp. 20 - 24
Swell and shrink behavior of expansive clays raise significant problem in the field of civil engineering. This paper presents the laboratory experiment of expansive soil stabilization using fly ash (FA). The amount of fly ash used in this experiment rang...
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Johanes Suwono
Pág. pp. 8 - 13
A study on swelling behavior had been conducted on the soil within the PIER industrial estate. It appeared that the swelling was due to the moisture deficiency in the soil, and not because of the existence of expansive clay minerals. Swelling pressures w...
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