• Anuj pawar
• Deepak Gyanprakash Chaubey
• Sachin Jairam Dhobi
• Chris Stephen Dsouza
• Mohd Javed Choudhary

Now a days all the structure around the world is designed considering permissible settlement of structure throughout its life span. But according to intensity of earthquake settlement of structure may exceed permissible settlement so the structure damages. Depending on the various data available in past earthquake zone are classified. In India in past few years earthquake has increased drastically causing various damages. Depending on intensity of earthquake damages occurs Also with variation in type of soil the amount of consolidation changes so it is important to test all the properties of soil before making any structure. Our project is about understanding how the consolidation of structure will vary with varying intensity of earthquake. In Mumbai, Bhayander area which comes under the ZONE-2 of earthquake zone. We designed the model of existing building of Bhayander area in ETABS software and we have analyzed its consolidation in SAFE software. We have tested the model with varying intensity of earthquake, then depending on results obtained from our studies we have given the control measures that can be adopted for reducing the settlement of structure.

Permissible settlement, ETABS, SAFE.

"CONSOLIDATION OF STRUCTURE DUE TO SEISMIC BEHAVIOUR OF SOIL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 3, page no.211-216, March-2019, Available :http://www.jetir.org/papers/JETIRAS06036.pdf

"CONSOLIDATION OF STRUCTURE DUE TO SEISMIC BEHAVIOUR OF SOIL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 3, page no. pp211-216, March-2019, Available at : http://www.jetir.org/papers/JETIRAS06036.pdf