Effect of microstructure on stress-strain and pore-pressure response of sabarmati sand under the influence of mica

• Published in: Geomechanics and geoengineering : an international journal Vol. 15; no. 2; pp. 123 - 139
• Main Authors: Seethalakshmi, P., Sachan, Ajanta
• Format: Journal Article
• Language: English
• Published: Taylor & Francis 02.04.2020
• Subjects: crushability; CU triaxial; Mica; microstructure; pore pressure; stress-strain
• ISSN: 1748-6025; 1748-6033
• DOI: 10.1080/17486025.2019.1632496

Micaceous soil is believed to be detrimental for civil engineering constructions due to the effect of high compressibility, low compacted density and low shear strength. Individual mica particle has numerous intact mica flakes foliated over each other making it flexible upon loading and rebound upon unloading due to its low hardness and resilient nature. Hence, micaceous soils with mica content more than 10% are considered undesirable for highway pavements, embankments and railway track constructions. When platy mica particles are sufficiently numerous to interact with spherical sand particles, bridging and ordering phenomena are augmented within the soil mass creating unique sand-mica particle orientation (MS microstructure) unlike sand-sand particle orientation (PS microstructure). The current experimental research was conducted to evaluate the variation in stress-strain, pore pressure and effective stress path response of Sabarmati sand under the influence of mica (sand with 30% mica and pure sand) with MS and PS microstructure respectively. Effect of particle crushing on stress-strain and pore pressure response was also studied on Sabarmati sand with MS and PS microstructure. Distinctive macroscopic response was observed in Sabarmati sand with MS microstructure under the influence of mica as well as mica particle crushing.