Open Access
| Issue |
E3S Web Conf.
Volume 92, 2019
7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)
|
|
|---|---|---|
| Article Number | 18005 | |
| Number of page(s) | 6 | |
| Section | Integrated Laboratory/Site Investigations, Geophysical Methods and Field Monitoring | |
| DOI | https://doi.org/10.1051/e3sconf/20199218005 | |
| Published online | 25 June 2019 | |
- ASTM. D5778-12 Standard test method for electronic friction cone and piezocone penetration testing of soils. Annual Book of ASTM Standards, 4, 1587-1605 (2012) [Google Scholar]
- P.K. Robertson, R.G. Campanella. Interpretation of cone penetration tests. Part I: Sand. Canadian Geotechnical Journal, 20(4), 718-733 (1983) [CrossRef] [Google Scholar]
- P.K. Robertson, R.G. Campanella. Interpretation of cone penetration tests. Part II: Clay. Canadian Geotechnical Journal, 20(4), 734-745 (1983) [CrossRef] [Google Scholar]
- P.W. Mayne, J.B. Kemper. Profiling OCR in stiff clays by CPT and SPT. Geotechnical Testing Journal, 11(2), 139-147 (1988). [CrossRef] [Google Scholar]
- P.K. Robertson. Interpretation of cone penetration tests-a unified approach. Canadian Geotechnical Journal, 46(11), 1337-1355 (2009) [CrossRef] [Google Scholar]
- S.R. Saye, A.J. Lutenegger, J. Santos, B.P. Kumm. Assessing overconsolidation ratios in soil with piezocone: referencing soil index properties. Journal of Geotechnical and Geoenvironmental engineering, 139(7), 1075-1085 (2013) [CrossRef] [Google Scholar]
- P.K. Robertson. Cone penetration test (CPT)-based soil behaviour type (SBT) classification system-an update. Canadian Geotechnical Journal, 53(12), 1910-1927 (2016) [CrossRef] [Google Scholar]
- C.E. Zapata, W.N. Houston, S.L. Houston, K.D. Walsh. Soil-water characteristic curve variability. ASCE, GSP 99, 84-124 (2000) [Google Scholar]
- H.T. Durgunoglu, J.K. Mitchell. Static penetration resistance of soils. For NASA Grant NGR 05-003-406: Lunar Soil Properties and Soil Mechanics, Space Sciences Laboratory Series 14, Issue 24, UC Berkeley, 223 p. (1973) [Google Scholar]
- S.K. Vanapalli, D.G. Fredlund, D.E. Pufahl, A.W. Clifton. Model for the prediction of shear strength with respect to soil suction. Canadian Geotechnical Journal, 33(3), 379-392 (1996) [CrossRef] [Google Scholar]
- D.G. Fredlund, A. Xing. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 521-532 (1994) [CrossRef] [Google Scholar]
- B. Hansen. A general formula for bearing capacity. Danish Geotechnical Institute, Bulletin, 11, 38-46 (1961) [Google Scholar]
- G.A. Miller, R.W. Collins, N.K. Tan, K.K. Muraleetharan. Cone penetration testing in unsaturated soils. Transportation Geotechnics, 17, 85-99 (2018) [CrossRef] [Google Scholar]
- H.S. Yu, J.K. Mitchell. Analysis of cone resistance: review of methods. Journal of Geotechnical and Geoenvironmental Engineering, 124(2), 140-149 (1998) [CrossRef] [Google Scholar]
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