Metode Pelaksanaan Diafragma Wall dengan Sistem Pracetak pada Underpass  

Oleh:

Simanihuruk, Bertinus

Jenis: Article from Journal - ilmiah nasional - tidak terakreditasi DIKTI
Dalam koleksi: Widya: Majalah Ilmiah vol. 24 no. 258 (Mar. 2007), page 52-61.
Topik: Dinding Penahan Tanah; Diaphragm Walls; Klasifikasi Sifat Fisik Tanah
Fulltext: Metode Pelaksanaan Diafragma Wall.pdf (1.28MB)

Ketersediaan

Perpustakaan Pusat (Semanggi) Nomor Panggil: MM47.25 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada	Lihat Detail Induk
Perpustakaan PKPM Nomor Panggil: W36 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada	Lihat Detail Induk

Isi artikel

There is need for wider roads that caused increase in number of motor vehicles and crossroads, which are often disrupted by railway crossing that require underpass roadways. In the case of underpass the focus is on its walls to be reinforced by diaphragm wall. There should be an appropiate method to construct diaphragma walls through precast system namely rapid implementation, good accuracy during installation, no additional work to increase wall surface, water proof, flexible between panels, and not influenced by waves during its installation. Based on calculations of diaphragm wall consist of the 5.13 meter, moment of 72.61 tm, force of 26.07 ton and deflection of 3.11 cm. From these calculations it is concluded that existing precast diaphragm wall are still safe against force and its method is better than other types of diaphragm walls.

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