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Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests

  • Published:2018-01-19 Issue:1 Volume:8 Page:30
  • ISSN:2076-3263
  • Container-title:Geosciences
  • language:en
  • Short-container-title:Geosciences

Author:

Lo Presti Diego,Stacul StefanoORCID,Meisina Claudia,Bordoni Massimiliano,Bittelli Marco

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference25 articles.

1. The principle of effective stress;Bishop;Tek. Ukebl.,1959

2. Laterally Loaded Single Pile Response Considering the Influence of Suction and Non-Linear Behaviour of Reinforced Concrete Sections

3. Analysis of existing levee systems: The Serchio river case;Cosanti;Riv. Ital. Geotec.,2014

4. Hillslope Hydrology and Stability;Lu,2013

5. Interpretation of CPTu in “unusual” soils;Lo Presti;Riv. Ital. Geotec.,2016

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1. Soil suction effects on CPT data interpretation;Acta Scientiarum. Technology;2024-04-17

2. Design and application of a novel cableless cone penetration system;Measurement;2023-12

3. Cone penetration tests in saturated and unsaturated silty tailings;Géotechnique;2022-07-14

4. Interpretation of CPT in unsaturated sands under drained conditions: A numerical study;International Journal for Numerical and Analytical Methods in Geomechanics;2021-10-21

5. The Flat Dilatometer Test in an Unsaturated Tropical Soil Site;Geotechnical and Geological Engineering;2021-06-15
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