Elastic Modulus Calculation Model of a Soil-Rock Mixture at Normal or Freezing Temperature Based on Micromechanics Approach

Table 1

Volume fraction ratios of S-RM with different rock contents.

Rock content	The volume fraction ratios of S-RM (%)
	Soil	Rock	Structural pore
30%	69.21	30.00	0.79
40%	58.98	40.00	1.02
50%	48.75	50.00	1.25
60%	38.68	60.00	1.32
70%	28.14	70.00	1.86