1887

Abstract

P010 SEISMIC CPT MEASUREMENTS 1 For new constructions or reconstructions a comprehensive description of the ground is needed. This includes knowledge about the site history and long-term loads the soil was exposed to (e.g. consolidation creeping maturing). In this context the prediction of ground deformation is one of the most important topics in geotechnical engineering where the numerical calculations require parameters like soil stiffness. In most cases local site tests such as Cone Penetration Tests (CPT) and load bearing tests as well as laboratory tests are used to estimate soil stiffness. However due to the assumption of homogeneity of subsurface

Loading

Article metrics loading...

/content/papers/10.3997/2214-4609-pdb.10.P010
2004-09-06
2020-11-24
Loading full text...

Full text loading...

http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609-pdb.10.P010
Loading
This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error