Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test

Citation
Mf. Chang et al., Undrained cavity expansion in modified Cam clay II: Application to the interpretation of the piezocone test, GEOTECHNIQ, 51(4), 2001, pp. 335-350
Citations number
34
Categorie Soggetti
Civil Engineering
Journal title
GEOTECHNIQUE
ISSN journal
00168505 → ACNP
Volume
51
Issue
4
Year of publication
2001
Pages
335 - 350
Database
ISI
SICI code
0016-8505(200105)51:4<335:UCEIMC>2.0.ZU;2-M
Abstract
This paper presents an interpretation of the piezocone test in clay based o n a simplified theoretical solution of cavity expansion in modified Cam cla y. The cone resistance and the pore pressures measured on the cone tip and just behind the cone tip are interpreted using the framework of cavity expa nsion theories with due consideration of the effect of strain rate and the initial stress state. Methods for estimating the overconsolidation ratio, t he undrained shear strength and the rigidity index of clay are proposed. A comparison of results obtained from the proposed methods with published dat a and limited field data collected in the Singapore marine clay indicates t he validity of the proposed analysis methods.