Analysis of Instability Mechanism and Induced Cause of Urban Pavement in Xining City, China

Table 2

Statistics of physical and mechanical properties of noncollapsible loess (standard value).

Natural water content	21.59%	Compression coefficient	0.39 MPa^−1
Density	1.82 g/cm³	Compression modulus	11.75 MPa
Specific gravity	2.70	Cohesion	25.202 MPa
Natural void ratio	0.903	Internal friction angle	35.2°
Saturation	69.74%	Collapsibility coefficient	0.008
Liquid limit	24.78%	Self-collapsibility coefficient	0.008
Plastic limit	16.15%	Standard penetration value	6.8
Plasticity index	8.87	Liquid index	0.68