Modelling of Circular Footing on Lateritic Soil
Journal: International Journal of Trend in Scientific Research and Development (Vol.2, No. 1)Publication Date: 2018-07-31
Authors : G. O. Adunoye O. A. Agbede;
Page : 1159-1164
Keywords : Civil Engineering; Bearing capacity; circular footing; fines content; lateritic soil; modeling;
Abstract
This work modelled circular footing on lateritic soil. This was done by studying the relationship between bearing capacity of circular footing and fines content of lateritic soil. Lateritic soil samples were collected and subjected to laboratory tests, including tests leading to the determination of bearing capacity (using circular footing). Bearing capacity was determined for the natural soil samples. The samples were separated into fines and coarse components and later remoulded in varying proportions of fines: coarse content, from 0:100 in 10% increments. Bearing capacity was computed for all the remoulded soil samples. Regression analysis was then used to determine the relationship between the bearing capacity of circular footing and fines content of the soil. The model was found to be valid for the selected locations. G. O. Adunoye | O. A. Agbede"Modelling of Circular Footing on Lateritic Soil" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-1 , December 2017, URL: http://www.ijtsrd.com/papers/ijtsrd7200.pdf http://www.ijtsrd.com/engineering/civil-engineering/7200/modelling-of-circular-footing-on-lateritic-soil/g-o-adunoye
Other Latest Articles
- Protocolo do Hospital Universitário Walter Cantídio para avaliação de cardiotoxicidade em pacientes submetidos à quimioterapia
- Protocolo de abordagem de derrame pleural
- Trauma renal: ensaio pictórico dos principais achados tomográficos
- Gravidez abdominal de 37 semanas com neonato saudável: relato de caso
- Pericardite constritiva em transplantado renal
Last modified: 2018-08-01 14:40:57