ALTERNATIVE DESIGN OF CEMENT SILO FOUNDATION Name : Andry … · Name : Andry Prasetyo NRP : 3108100601 Department : Civil Engineering Lecturer : Dr.Ir.Djoko Untung ABSTRACT In planning

i

ALTERNATIVE DESIGN OF CEMENT SILOFOUNDATION

Name : Andry Prasetyo

NRP : 3108100601

Department : Civil Engineering

Lecturer : Dr.Ir.Djoko Untung

ABSTRACT

In planning of pile foundation should be thoroughlyand carefully as possible. Each foundation must be capable ofsupporting loads up to the specified safety limits, includingsupporting the maximum load that may occured.

The purpose of this study was to determine bearingcapacity and settlement of pile foundations in constructioncement factory packing plant PT. Semen Gresik. Bearingcapacity of piles with Static method based on the laboratorytest data and field data (SPT).

Pile Dimension that is used with a diameter of 0.6 m,19.5 m long pole and there are 225 piles and silos to a single,585 for 3 silo pile in one pilecap (pile group).

Pile Dimension that is used with a diameter of 0.8 mand 1.6 m. diameter tip, 17.5 m long pole and there are 144bored piles for a single silo, 396 bored pile for 3 silo in onepilecap (pile group).

Keywords : foundation, pile, bore, silo

ii

“Halaman ini sengaja dikosongkan”