Detail Daya Dukung Aksial Tekan Tiang Bor dan Permasalahannya   Oleh:  Hatmoko, John Tri Jenis: Article from Books Dalam koleksi: Karya Penelitian Universitas Atma Jaya Yogyakarta, page 13-27. Topik: Daya Dukung Tiang; Tiang Bor; Pondasi Ketersediaan Perpustakaan PKPM Nomor Panggil: 378 KAR Non-tandon: 1 (dapat dipinjam: 1) Tandon: tidak ada    Reserve Lihat Detail Induk Isi artikel Analyses of capacity and behavior of bore pile due to axial loads based on empirical methods of field data from the value of blow count in the Standard Penetration Test have been developed and widely used in the field of geotechnical engineering. This research tries to learn the results of those methods with particular soil conditions and various diameters of the piles. Results of the analyses are compared to the results of field experiment performing ultimate loads, load transfer from the Piles Driving Analyzer, as well as the load-settlement, behavior of piles. The results of the analysis reveal that analysis method is in a good agreement, in spite of giving skin friction value which is lower than that value obatained from the field study. This is due to the cementation which is not taken into consideration in the Reese method. The important thing is that the field analysis results of bore pile show that the skin friction is very significant to contribute capacity of bore pile. Opini Anda Klik untuk menuliskan opini Anda tentang koleksi ini! Kembali

Copyright © 2006, 2007 Unika Atma Jaya, all rights reserved