Generation and Dissipation of Excess Pore Water Pressure During CPTu in Clayey Soils: A Numerical Approach
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-021-01716-z.pdf
Reference28 articles.
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3. Abu-Farsakh MY, Tumay MT, Voyiadjis GZ (2003) Numerical parametric study of piezocone penetration test in clays. Int J Geomech 3(2):170–181
4. Ansari Y, Merifield R, Sheng D (2014) A piezocone dissipation test interpretation method for hydraulic conductivity of soft clays. Soils Found 54(6):1104–1116
5. Baligh MM, Levadoux JN (1986) Consolidation after undrained piezocone penetration. J Geotech Eng 112(7):727–745
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1. Numerical Study of the Piezocone Test in Sandy Soil under Different Drainage Conditions Using a Hypoplastic Constitutive Model;International Journal of Geomechanics;2024-04
2. Cone penetration index for soil behaviour type prediction;Scientific Reports;2022-07-20
3. Excess Pore Water Pressure Generation, Distribution and Dissipation in Self-boring Pressuremeter Test: Numerical Analysis;International Journal of Civil Engineering;2022-06-13
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