4.7 Article

Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand

Journal

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
Volume 75, Issue -, Pages 76-86

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.soildyn.2015.03.021

Keywords

Cone penetration test (CPT); Seismic piezocone (SCPTu); Shear wave velocity; Soil age effects

Funding

  1. New Zealand Earthquake Commission (EQC)
  2. Natural Hazards Research Platform (NHRP)

Ask authors/readers for more resources

Seismic piezocone (SCPTu) data compiled from 86 sites in the greater Christchurch, New Zealand area are used to evaluate several existing empirical correlations for predicting shear wave velocity from cone penetration test (CPT) data. It is shown that all the considered prediction models are biased towards overestimation of the shear wave velocity of the Christchurch soil deposits, demonstrating the need for a Christchurch-specific shear wave velocity prediction model (McGann et al., 2014) [1]. It is hypothesized that the unique depositional environment of the considered soils and the potential loss of soil ageing effects brought about by the 2010-2011 Canterbury earthquake sequence are the primary source of the observed prediction bias. (C) 2015 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available