Cause Analysis and Countermeasures of Through Shakes in Foamed Concrete Subgrade

Table 7

Value reference and analysis content of numerical simulation.

Group no.	Fitting elastic modulus (MPa)	Fitting compressive strength (MPa)	Lower limit of design compressive strength (MPa)	Typical value of site compressive strength (MPa)	Structure form	Analysis content	Note
1	200	0.8	0.8	—	Simply supported beam	Displacement	Simple support at the end
					Continuous beam	Tensile stress	Concretion at the end
2	400	1.6	—	1.6	Simply supported beam	Displacement	Simple support at the end
					Continuous beam	Tensile stress	Concretion at the end