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EFFECT OF DRYING-WETTING PROCESS ON FRICTION CAPACITY AND ADHESION FACTOR OF PILE FOUNDATION IN CLAYEY SOIL

Tjandra, Daniel and Indarto, and Soemitro, Ria A. A. (2015) EFFECT OF DRYING-WETTING PROCESS ON FRICTION CAPACITY AND ADHESION FACTOR OF PILE FOUNDATION IN CLAYEY SOIL. Jurnal Teknologi, 77 (11). pp. 145-150. ISSN 2180#655333722

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        Abstract

        Clayey soils had a seasonal water content change, which occurred in the zone known as active zone. This change happen due to the seasonal drying and wetting cycles, which affects the fluctuation of water table. The water content variation causes the change in undrained shear strength and these changes have an impact to the friction capacity and adhesion factor of pile foundation. This paper discusses the undrained shear strength, friction capacity of pile and adhesion factor of piles under drying and wetting cycles. Research was conducted on two different types of clayey soils. Laboratory experiments for varying soil water content were done. Soil samples were placed in a cylinder tube, the concrete pile model was then inserted into the soil. The diameter of the tube was about 15 times of the pile diameter. Loading test was carried out to investigate pile friction capacity. The result of this study showed that there was great effect of seasonal water content change on undrained shear strength, friction capacity and also adhesion factor of pile in the clayey soils.

        Item Type: Article
        Additional Information: Dear Bu Juliana, Pada awalnya saya memasukan afiliasi sebagai dosen UK Petra. Pada saat diterima, editor mengharuskan hanya 1 afiliasi dan menghapus salah satu afiliasinya :( Saya lampirkan dokumen saya sebelum diminta mengubah afiliasi dan sudah accepted. Setelah saya pikirkan masak2, akhirnya saya terpaksa menggunakan afiliasi sebagai mahasiswa ITS sebagai persyaratan kelulusan saya. Saya mencantumkan nama UK Petra di Acknowledgement. Demikian penjelasan saya, semoga bisa dimengerti. Terimakasih atas perhatiannya. Salam, Daniel
        Uncontrolled Keywords: Undrained shear strength, friction capacity, adhesion factor
        Subjects: T Technology > TA Engineering (General). Civil engineering (General)
        Divisions: Faculty of Civil Engineering and Planning > Civil Engineering Department
        Depositing User: Admin
        Date Deposited: 25 Nov 2015 00:20
        Last Modified: 10 Oct 2019 08:29
        URI: https://repository.petra.ac.id/id/eprint/17198

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