Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area

Table 6

Calculation parameters selected for the stress–deformation calculations.

Soil layer	Rf	K	n	D	G	F	Cohesion; (kPa)	Internal friction angle (°)
②-2 Layers of loess-like soil	0.723	50.4	0.674	7.876	0.123	0.106	41	27.1
③-Layer of ancient soil	0.624	46.7	0.612	5.726	0.130	0.114	48	26.5
④-Layer of powdered clay	0.392	47.9	0.404	7.575	0.133	0.105	45	27.6
⑤-Layer of chalky clay	0.488	54.3	0.336	5.150	0.136	0.151	47	27.4