Centrifuge modelling of an expansive clay profile using artificial fissuring to accelerate swell

Author:

Gaspar T.A.V.,Jacobsz S.W.,Smit G.,Gens A.,Toll D.G.,Osman A.S.

Funder

Durham University

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

2. ASTM D854–14: Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer;ASTM,2014

3. ASTM D4546–14: Standard Test Method for One-Dimensional Swell or Collapse of Soils;ASTM,2014

4. ASTM D6913 / D6913M-17: Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis;ASTM,2017

5. ASTM D7928–17: Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis;ASTM,2017

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3. Effect of Geosynthetics on Swell Reduction During an Extreme Rainfall Event;International Journal of Geosynthetics and Ground Engineering;2023-10-31

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