Writer / NIM

HERU AGUS WIRIYAWAN SUSANTO H. / 511407056

Study Program

S1 - TEKNIK SIPIL

Advisor 1 / NIDN

FADLY ACHMAD, S.T., M.Eng / 0021117702

Advisor 2 / NIDN

FADLY ACHMAD, S.T., M.Eng / 0021117702

Abstract

ABSTRACT Susanto 2014. Stress Strain Analysis On The foundation coincide. Script, S1 Civil Engineering Programme, Department of Civil Engineering, Faculty of Engineering, Gorontalo State University. Adviser Fadly Ahmad, S.T., M. Eng. This study aims to determine the stress strain on the foundation coincide. Location of study at the Civil Engineering Laboratory, Gorontalo State University. Bearing capacity analysis Terzaghi and Skempton method. The spread is calculated using an additional foundation load stress while the Boussinesq method, foundation coincide analysis used Plaxis 8.2 programme to calculate the stress strain arising from the existence of the foundation load. Soil investigation using a hand drill in the research site, show a clay backfilled with sand. Calculation of bearing capacity according to Terzaghi and Skempton shows the foundation does not meet the safety factor, F = 2.014

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Abstract

Chapter I : Introduction

Chapter V : Conclusion, Suggestion and Bibliography