A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Clamping of piles in arbitrarily stratified building ground
Equations are derived for calculation of piles and tubes embedded in stratified soil and subjected to combined axial and transversal forces; theory makes use of coefficient of subgrade reaction determined experimentally for particular soil strata, and gives higher foundation depths than Brinch-Hansen theory (Engineering Index 1962 p 482).
Clamping of piles in arbitrarily stratified building ground
Equations are derived for calculation of piles and tubes embedded in stratified soil and subjected to combined axial and transversal forces; theory makes use of coefficient of subgrade reaction determined experimentally for particular soil strata, and gives higher foundation depths than Brinch-Hansen theory (Engineering Index 1962 p 482).
Clamping of piles in arbitrarily stratified building ground
Die Einspannung im beliebig geschichteten Baugrund
Smoltczyk, H.U. (author)
Bauingenieur ; 38
1963
9 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
GROUND IMPROVEMENT BY GRANULAR PILES
| British Library Conference Proceedings | 1998
Compaction Sand Piles for Ground Improvement
| British Library Conference Proceedings | 1999
Compaction Piles for Building Foundations
| British Library Conference Proceedings | 2000