A STUDY OF STRATEGIES FOR COUNTERING MAJOR PROBLEMS RELATED TO PILE FOUNDATIONS
Author(s):
Syed Munawar Ali, Dr.S.Vijay Mohan
Keywords:
Pile Foundation, Constructions, Buildings, Soil and Rocks, Earthquakes
Abstract
Building foundation, as an interface structural part between the building and the supporting ground, play out the significant capacity of transmitting the building loads including the wind and earthquake impacts to the supporting soil strata without its shear disappointment or over the top settlements. The determination of appropriate foundation frameworks for multi-storeyed buildings are represented by a few elements like; building loads, wind and earthquake impacts, ground profile and water table conditions, synthetically forceful ground conditions, admissible bearing pressure of soils at various profundities, arrangement of storm cellar storeyes, vicinity to bordering buildings and other task explicit necessities. Pile foundations are utilized widely for the help of buildings, spans, and different structures to securely move structural loads to the ground and to keep away from abundance settlement or parallel development. They are extremely viable in moving structural loads through feeble or compressible soil layers into the more skilled soils and shakes underneath. Generally, piles have been utilized widely for the help of structures in Boston, MA. A "driven pile foundation" is a particular sort of pile foundation where structural components are driven into the ground utilizing an enormous sledge. They are ordinarily constructed of timber, precast pre-stressed concrete (PPC), and steel (H-areas and pipes). This Research Study is an attempt to overview the problems that are related to Pile Foundations and the Strategies to overcome them.
Article Details
Unique Paper ID: 151200

Publication Volume & Issue: Volume 7, Issue 12

Page(s): 116 - 120
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