• PRATITI BHATT
• Dr. Khadeeja Priyan

As urbanization increase worldwide, the accessible land for building is becoming lesser, and also the value of land is changing higher and higher. Thus, the recognition of tall structures is increasing day by day and to resist a load of those structures correct stiff foundation is to be used like pile foundation which has the study of static analysis of pile foundation. In this paper, an effort is made to review completely different types of soils like clays with different consistency, sand with different density having a unique angle of internal friction with layers of sand and clay, and find the settlement of pile groups by exploiting completely different types or methods for settlement of pile foundation. The analysis of single pile and group of pile considering the variation in parameters of the single pile, pile group, pile cap analysis, additionally been enclosed during this study with the varied combinations of soil parameters and loads and also included the settlement of pile foundation. The ultimate bearing capacity of the pile and pile group for the given soil condition with the analysis gives the number of piles, dimension of the pile, and spacing of piles within the pile group for various soil conditions.

"A REVIEW ON ASSESSMENT OF SETTLEMENT IN PILE FOUNDATION ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 6, page no.d143-d148, June-2021, Available :http://www.jetir.org/papers/JETIR2106421.pdf

"A REVIEW ON ASSESSMENT OF SETTLEMENT IN PILE FOUNDATION ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 6, page no. ppd143-d148, June-2021, Available at : http://www.jetir.org/papers/JETIR2106421.pdf