HBRP Publication
Published April 28, 2020 | Version v1
Journal article Open

A Review on Different Types and Shapes on Footing

Creators

  • 1. Assistant Professor, Department of Civil Engineering, SIRT, Bhopal, Madhya Pradesh, India.

Description

Soil-foundation-structure interplay can have an effect on the seismic response. This will study the consequences of soil-basis-shape interplay at the seismic response. Four varieties of foundations with frequency-based totally design have been analyzed, which include spread foundation, mono pile, pile group with cap, and mixed basis. Soil is modeled each implicitly (subgrade response modulus) and explicitly. The finite detail technique the usage of the Staad Pro program become first confirmed the usage of experimental statistics. Recommendations had been given to simplify the soil- basis shape interaction evaluation of seismic loading.

Files

A Review on Different Types and Shapes on Footing -HBRP Publication.pdf

Files (151.7 kB)

Additional details

References

  • Meyerhof, G. Ultimate bearing capacity of footings on sand layer overlaying clay. Canadian Geotechnical Journal.1974.11(2):223- 229p.
  • Rahaman, M.A. Recent advances in study of the basement complex of nigeriaprecambrian geology of nigeria.:oluyide, p.o. Et al., (eds) precambrian geology of nigeria. Geological survey of nigeria publication, kaduna.1988:11-43p.
  • Sitharam and Sireesh. Comparative study on multi-storey structure of r.c.c and composite material. Indian journal of science and technology.2004.9(2):45-53p.
  • Gupta R, W. F. &Mccarron, W. O.Bearing capacity of shallow foundations. Foundation engineering handbook (ed. H.-y. Fang), 2014.2nd ed.:144–165p.

Subjects

Civil Engineering
http://hbrppublication.com/journals.html