Model Experimental Study on Stress Transfer and Redistribution in a Clay Landslide under Surcharge Load

Table 1

Physical and mechanical parameters of the model test materials.

Name	Unit weight	Cohesion	Friction angle	Young’s modulus	Poisson’s ratio
	(kN/m^3)	(kPa)	(°)	(MPa)
Slide bed	24.5	3470	14.4	2.1 × 10^4	0.15
Soils	19.4	15.0	22.0	2.5	0.35