Li Hongsheng, Yang Haitian, Chang Cheng, Sun Xiutang
The samples of frozen soil are made in the laboratory artificially,and experiment studiesof uniaxial compression are carried out.The curves of stress-strain are obtained with differ-ent strain rates and at different temperatures.At a certain temperature,the relation betweenstrength and strain rate is explored,a formula, σc=(α-βθ)(ε/ε0)n is obtained.within a certain temperature range, a expression of relation between strength and temperature, σc=σ0+K(ε/ε0)m|θ| is presented and a range ofvalues for parametar α,β,n and σ0,K, m obtained.Fimally above formulae are employed to calculate the compression stenghth.Theresults are in good accordance with practical measurements.