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Study in this thesis is for knowing the behaviour of shear strenght soft clay that is tested by Triaxial device. This soft clay is made by compacting soil slurry which have water contents 1.3 times liquid limit of natural soil. Shear strenght is tested by using CKoU method in order to achieve the sa...

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主要作者: (NIM 25090003), HARIMURTI
格式: Theses
語言:Indonesia
在線閱讀:https://digilib.itb.ac.id/gdl/view/8022
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