Direct Shear Creep Characteristics and Microstructure of Fiber-Reinforced Soil

Table 1

Test results of the physical properties of loess in its natural state.

ω (%)	ρ (g/cm^3)	ωL (%)	ωP (%)	c (kPa)	φ (°)
14.2	1.57	27.8	18.4	32.27	28.62

ω: natural moisture content; ρ: natural density; ω_L: liquid limit; ω_P: plastic limit; c: cohesion; φ: angle of internal friction.