Effect of Crushing on Stress–Strain and Pore Pressure Behavior of Micaceous Kutch Soil Under Monotonic Compression and Repeated Loading–Unloading Conditions

Mica particles are flaky and layered in nature with relatively low hardness as compared to quartz particles. Micaceous soil with more than 10% mica is generally not recommended for pavements due to low compactability and high resilient nature. Limited research has been performed on shear strength be...

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Veröffentlicht in:	Geotechnical and geological engineering 2019-12, Vol.37 (6), p.5269-5283
Hauptverfasser:	Sachan, Ajanta, Seethalakshmi, P., Mishra, Manas C.
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Compressibility Compression Compressive strength Cycles Earth and Environmental Science Earth Sciences Fines Geotechnical Engineering & Applied Earth Sciences Hydrogeology Impact loads Mica Original Paper Plastic deformation Pore pressure Pore water pressure Repeated loading Shear strength Soil Soil compressibility Soil conditions Soil strength Soils Strain Terrestrial Pollution Unloading Waste Management/Waste Technology Water hardness
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