[Retracted] Model Test and Numerical Simulation of Water Conservancy Foundation Bearing Capacity

Table 10

Deformation modulus and Poisson’s ratio of frozen soil, thawed soil, and normal temperature soil.

	Conventional soil	Thawed soil	Frozen soil
			−5°C	−10°C	−15°C
Elastic modulus E/MPa	2.6	0.25	62.8	110.3	191.6
Poisson’s ratio μ	0.34	0.34	0.22	0.21	0.17
Cohesion C/kPa	7.21	4.31	137	191	240