A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Relation between Cone Penetration and Static Loading of Piles in Locally Strongly Varying Sand Layers
The Ijsselmeerpolder 'Zuidelijk Flevoland' was reclaimed in 1968. The paper describes the results of a special test program and research on pile foundations and pile driving in this area in which the relation between pile driving and cone resistance is an important item.
Relation between Cone Penetration and Static Loading of Piles in Locally Strongly Varying Sand Layers
The Ijsselmeerpolder 'Zuidelijk Flevoland' was reclaimed in 1968. The paper describes the results of a special test program and research on pile foundations and pile driving in this area in which the relation between pile driving and cone resistance is an important item.
Relation between Cone Penetration and Static Loading of Piles in Locally Strongly Varying Sand Layers
M. A. Viergever (author)
1982
9 pages
Report
No indication
English
Civil Engineering , Structural Analyses , Penetration tests , Pile structures , Pile foundations , Pile driving , Static loads , Sands , Clays , Peat , Bearing capacity , Soil mechanics , Depth , Construction , Buildings , Concrete piles , Resistance , Reclamation , Netherlands , Reprints , Foreign technology , Almere(Netherlands) , Soil structure interactions
Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles
| Online Contents | 2013
Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles
| British Library Online Contents | 2013
Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results
| British Library Online Contents | 2003
Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles
| Online Contents | 2013
Estimation of Load Capacity of Pipe Piles in Sand Based on Cone Penetration Test Results
| Online Contents | 2003