A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear Strength of Clay at Different Shear Rates
AbstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.
Shear Strength of Clay at Different Shear Rates
AbstractA test procedure that involved shearing soil specimens at different shear rates was proposed to study the effect of shear rate on the strength recovery of three natural clays. The obtained results indicated that an increase in shear strength occurred when the shear rate decreased. This strength regain was more pronounced for higher plasticity clays, which were sheared at a relatively lower confining pressure of 100 kPa.
Shear Strength of Clay at Different Shear Rates
Gratchev, Ivan B (author) / Sassa, Kyoji
2015
Article (Journal)
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Shear Strength of Clay at Different Shear Rates
| British Library Online Contents | 2015
Shear Strength of Clay at Different Shear Rates
| ASCE | 2015
| British Library Online Contents | 2016
Closure to “Shear Strength of Clay at Different Shear Rates” by Ivan B. Gratchev and Kyoji Sassa
| Online Contents | 2016