Modeling piezocone cone penetration (CPTU) parameters of clays as a multivariate normal distribution
Author:
Affiliation:
1. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan.
2. Department of Civil and Environmental Engineering, National University of Singapore, Singapore; National Taiwan University of Science and Technology, Taiwan.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2012-0259
Reference30 articles.
1. Aas, G., Lacasse, S., Lunne, T., and Hoeg, K. 1986. Use of in-situ tests for foundation design on clay. In Use of in-situ tests in geotechnical engineering. GSP 6. ASCE, Blacksburg, Va. pp. 1–30.
2. Bayne, J.M., and Tjelta, T.I. 1987. Advanced cone penetrometer development for in-situ testing at Gullfaks C. In Proceedings of the 19th Offshore Technology Conference, Houston. Vol. 4, pp. 531–540. 10.4043/5420-MS.
3. Interpretation of overconsolidation ratio from in situ tests in Recent clay deposits in Singapore and Malaysia: Reply
4. Undrained Strength Interrelationships among CIUC, UU, and UC Tests
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