34
2.4
Teori Dasar Metode Chang
Berdasarkan metode Chang, kondisi pondasi tiang dibedakan menjadi dua
macam,
yaitu kondisi kepala tiang bebas (free head pile) dan kondisi kepala tiang
terjepit (fixed head pile).
2.4.1. Kondisi Kepala Tiang Bebas (Free Head Pile)
Gambar 2.22 Kondisi Kepala Tiang Bebas (Free Head Pile)
.................................................................................................. (2.28)
............................................................................................ (2.29)
................................................................................. (2.30)
.................................................................................................. (2.31)
.............................................................................................. (2.32)
................................................................................................. (2.33)
 |