Determination of pile failure mechanism under pullout test in loose sand

Estimating the deformation of soil around the pile contributes to reliable design of structures under pullout force. This work presents the results of a series of small-scale physical modelling tests designed to investigate the uplift resistance of piles with diameter of 5 cm and slenderness ratios...

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Pengarang-pengarang Utama: Faizi, Koohyar, Kalatehjari, Roohollah, Nazir, Ramli, A. Rashid, Ahmad Safuan
Format: Artikel
Diterbitkan: Central South University of Technology 2015
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Capaian Atas Talian:http://eprints.utm.my/58266/
http://eprints.utm.my/58266/
http://eprints.utm.my/58266/
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