Liquefaction Potential of Sands Using the CPT
- 1 March 1985
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical Engineering
- Vol. 111 (3) , 384-403
- https://doi.org/10.1061/(asce)0733-9410(1985)111:3(384)
Abstract
Existing methods for the evaluation of liquefaction potential using data obtained from the Cone Penetration Test (CPT) are reviewed. A modified CPT‐based method for the liquefaction assessment of sand is presented. Information available on the liquefaction of silty sands is reviewed, and a procedure for considering the influence of silt content is also presented. Field and laboratory data from Canada, Japan, China and the United States are presented to provide a preliminary evaluation of the proposed CPT‐based liquefaction assessment methods.Keywords
This publication has 12 references indexed in Scilit:
- SPT‐CPT CorrelationsJournal of Geotechnical Engineering, 1983
- Interpretation of cone penetration tests. Part I: SandCanadian Geotechnical Journal, 1983
- Evaluation of Liquefaction Potential Using Field Performance DataJournal of Geotechnical Engineering, 1983
- Liquefaction Sites, Imperial Valley, CaliforniaJournal of Geotechnical Engineering, 1983
- Cone penetration testing in deltaic soilsCanadian Geotechnical Journal, 1983
- Pore Water Pressures Measured in Sand Deposits During an EarthquakeSoils and Foundations, 1981
- Case Studies of Liquefaction in the 1964 Niigata EarthquakeSoils and Foundations, 1981
- Energy measurement in the standard penetration testPublished by National Institute of Standards and Technology (NIST) ,1981
- Statistics of Liquefaction and SPT ResultsJournal of the Geotechnical Engineering Division, 1975
- Evaluation of soil liquefaction potential for level ground during earthquakes. A summary reportPublished by Office of Scientific and Technical Information (OSTI) ,1975