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### Notes

**CE2305 FOUNDATION ENGINEERING**

**VTU SYLLABUS 2010 BUILDING MATERIALS AND CONSTRUCTION TECHNOLOGY (COMMON TO CV/TR/CTM) [10CV32] Engineering.**

**CE 2034 INTRODUCTION TO SOIL DYNAMICS AND MACHINE FOUNDATION**

**CE2033 GROUND IMPROVEMENT TECHNIQUES**

**CE2306 DESIGN OF RC ELEMENTS**

**GE2152 BASIC CIVIL & MECHANICAL ENGINEERING**

**CE2308 SOIL MECHANICS LABORATORY**

**CE2208 COMPUTER AIDED BUILDING DRAWING**

**SYBA Foundation Course II Eng Rev University of Mumbai notes**

**CE Civil Engineering**

## Four columns of a building are to be located within a plot size of 10 m x 10 m. The expected load on each column is 4000 kN. Allowable beari ng capacity of the soil deposit is 100 kN/m 2 . The type of foundation best suited is, GATE- Civil Engine

Asked On2017-07-06 06:31:10 by:Fututron

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Download question setAnswersIsolated foundation .If the foundation area is less than 40% of plot area, then isolated foundation is suitable.Likes:

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