Study on Unconfined Compression Properties of Lime Soil Modified by Nano Clay

Authors

  • Ping Jiang, Weiqing Zhang, Lin Zhou, Fang Zhang

Abstract

In order to study the influence of nano clay on unconfined strength characteristics of lime stabilized soil, Unconfined compressive strength (UCS), residual strength and elastic modulus of lime stabilized soil with different contents of nano clay were measured by UCS test on lime stabilized soil samples of different ages, and the functions of UCS, residual strength, elastic modulus and nano clay content were established Number expression. The relationship between UCS, elastic modulus and nano clay content is linear, while the relationship between residual strength and nano clay content is nonlinear. This paper provides a useful reference for the modification of lime stabilized soil.

Published

2020-10-01

Issue

Section

Articles