A Study of Influence Distance and Road Safety Avoidance Distance from Postearthquake Building Debris Accumulation

Table 1

Material properties.

Material	Density (kg/m³)	Elastic modulus (Pa)	Poisson’s ratio	Yield stress (Pa)	Failure compressive strain	Failure tensile strain
Masonry wall	2200	2.25e9	0.15	2.83e6	0.0046	0.00056
Concrete	2700	2.73e10	0.2	1.72e7	0.0038	0.0007
Reinforcement	7800	2.0e5	0.3	3.35e8	—	0.01