Temporal Compressive Strength Model for Poured Earth

Abstract

In this paper we determine the compressive strength of a type of poured earth made from mixtures of clay soil, loam soil and sand, stabilized with cement and lime. A mathematical model describing the resistance-time variation is proposed. It may be noted that two parameters are important for validating the compressive strength model: the final resistance at xx days, and, second, a constant related to the hardening rate of ground concrete