Single Piles and Pile Groups Capacity in Unsaturated Sandy Clay Based on Laboratory Test

• المؤلفون الرئيسيون: Pujiastuti, Heni, Rifa'I, Ahmad, Adi, Agus Darmawan, Fathani, Teuku Faisal
• التنسيق: مقال PeerReviewed
• اللغة: English
• منشور في: Universiti Teknologi Malaysia 2022
• الموضوعات: Civil Engineering not elsewhere classified
• الوصول للمادة أونلاين: https://repository.ugm.ac.id/282107/1/Pujiastuti%20et%20al.%20-%202022%20-%20Single%20piles%20and%20pile%20groups%20capacity%20in%20unsaturat.pdf; https://repository.ugm.ac.id/282107/; https://journals.utm.my/aej/article/view/17520/7863
• المؤسسة: Universitas Gadjah Mada

Pile capacity is one of the controlling factors in the foundation design. In this study, compression and tension tests were carried out on model piles driven in sandy clay in a test box. The diameter of concrete single-pile models was 16 mm, with ratios of 6, 10, 15 and 20 for pile length (L) to dia...