A Review on Analysis of Foundation 8 its Super Structure under the SBC Condition of Soil

Piyush Kumar Tripathi; Yusuf .; Arvind Vishwakarma

doi:10.14741/ijcet/v.11.6.2

Piyush Kumar Tripathi P. G. Student, Department of Civil Engineering, Oriental University, Indore (M.P.), India
Yusuf . HOD 8 Associate Professor, Department of Civil Engineering, Oriental University, Indore (M.P.), India
Arvind Vishwakarma Assistant Professor, Department of Civil Engineering, Oriental University, Indore (M.P.), India

DOI: https://doi.org/10.14741/ijcet/v.11.6.2

Keywords: Foundation, Bearing Capacity, Super Structure, Settlement of Footing, Soil Parameters, Strip Footing, Depth of Foundation.

Abstract

A building never builds without foundation or any base. All the loads can be transfer through it. So it is required to design the sub structure for taken the load through it. The articles are deals with the analysis and summaries the various articles under the review to find out the impact of different depth and soil condition and other techniques. Based on summarized report the paper concluded that the foundation 8 super structure design the assessment of at different depth and approach are required. Different SBC method Prandt, Terzaghi, Meyerhoff, Hansen, Vesic and is adopted to get the ultimate value of carrying load of the particular soil. The software approach such ABACUS, PLAXIX etc also needed to quick check the structure under the soil and foundation behavior.