A platform for research: civil engineering, architecture and urbanism
Under-reamed piles for foundation of house on filled up soil
While constructing house at Delhi, heavy fill, varying in depth from 8 to 15 ft, of nonuniform soil deposit with very low bearing capacity was come across; to avoid large-scale excavation for foundations, under-reamed piles taken down to 14 to 18 ft depth were resorted to; this type of foundation proved to be safer and more economical than conventional foundation with stepped footings; details of design as well as construction are discussed. (37201)
Under-reamed piles for foundation of house on filled up soil
While constructing house at Delhi, heavy fill, varying in depth from 8 to 15 ft, of nonuniform soil deposit with very low bearing capacity was come across; to avoid large-scale excavation for foundations, under-reamed piles taken down to 14 to 18 ft depth were resorted to; this type of foundation proved to be safer and more economical than conventional foundation with stepped footings; details of design as well as construction are discussed. (37201)
Under-reamed piles for foundation of house on filled up soil
Indian Conr J
Bhatia, M.S. (author)
1969
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Drilled, reamed holes for bridge foundation piles
Engineering Index Backfile | 1937
|Online Contents | 2009
|Behaviour of Under-Reamed Piles in Shedi Soil
British Library Conference Proceedings | 1996
|Study on Under-Reamed Piles in Cohesionless Soil Under Tension
British Library Online Contents | 1999
|