Studi Kapasitas Lateral Pondasi Tiang Ujung Bebas Dengan Variasi Diameter Dan Jarak Beban Sampai Muka Tanah Pada Tanah Pasir Di Laboratorium
Abstract: The aim of this
research is to study behavior of single free-end pile under lateral loads due
to various of diameters and distance load from ground surface in cohesion less
soil. The research was conducted through experimental in laboratory. Three
various of diameters are: 1cm, 1.25cm and 1.5cm are used, and five various of
distance load from ground surface are: 15cm, 17.5cm, 20cm, 22.5cm and 25cm. The
value of ultimate lateral capacity (Pu) is determined by using interpretation
method and compared to Brom's analysis method. The result of this this research
is that value of the lateral capacity will increase with increasing of diameters,
but it will decrease while distance load from ground surface increase.
Penulis: Arwan Apriyono
Kode Jurnal: jptindustridd060058
