STUDI PERUBAHAN DAYA DUKUNG TIANG PANCANG TERHADAP WAKTU BERDASARKAN UJI PEMBEBANAN STATIK DAN DINAMIK
Main Article Content
Abstract
Article Details
References
Coyle, Harry M., Reno R. Castello. (1981). “New Design Correlations for Piles in Sand”. Journal of Geotechnical and Geoenvironmental Engineering 107.ASCE 16379.
Meyerhof G.G. (1976). “Bearing Capacity and Settlement of Pile Foundations”, ASCE: Journal Geotechnical and Geoenvironmental Engineering Division. Vol. 102, No. GT 3.
Mulyono, T., S. Musalamah., and N. Hanifah. (2018). “Aktualisasi Kapasitas Daya Dukung Aksial Pondasi Tiang Pancang Berdasarkan Parameter Tanah dan Static Loading Test”. Jurnal Kajian Teknil Sipil Volume 3 No.1.
Rahardjo, Paulus P. (2013) “Manual Pondasi Tiang, Edisi 4”. Bandung: DFRI Universitas Parahyangan.
Schwab, Klaus. (2017) “The Global Competitiveness Report 2017-2018”. Geneva: World Economic Forum.
Skov, Rikard, and Hans Denver. (1988). “Time-Dependence of Bearing Capacity of Piles”. Proc. Third International Conference on the Application of Stress-Wave Theory to Piles. Ottawa.
Standar Nasional Indonesia 8460:2017 tentang Persyaratan Perancangan Geoteknik.
Tomlinson, M.J. (1994). Pile Design and Construction Practice. 4th Edition. London: E&FN Spon.
Widjaja, Budianto. (2007). “Peningkatan Daya Dukung Pondasi Tiang Pancang Pada Tanah Pasiran dan Kelempungan Studi Kasus Porto dan Jakarta”. Media Komunikasi Teknik Sipil. Tahun 15, No.2.