Abstract
AbstractIn order to study the influence of nano-clay on the unconfined strength characteristics and energy dissipation of lime soil, the unconfined compressive strength test of lime soil was carried out to analyze the unconfined compressive strength, elastic modulus and strain energy density. On this basis, the functional expressions of unconfined compressive strength, strain energy density and nano-clay content were established. The results show that the unconfined compressive strength, elastic modulus and strain energy density at different ages all increase with the increase of nano-clay content. The unconfined compressive strength and elastic modulus have a linear function relationship with the content of nano-clay, and the strain energy density has an exponential function relationship with the content of nano-clay. With the increase of the content of nano-clay, the energy dissipation of lime soil is also increasing.KeywordsNano-clayLime soilUnconfined compressive strengthElastic modulusStrain energy density
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
