Journal of Geological Research / 2014 / Article / Tab 1

Research Article

Assessment of Slope Instability and Risk Analysis of Road Cut Slopes in Lashotor Pass, Iran

Table 1

Value of RMRB in the two slopes of the Lashotor pass.

ParametersWestern cut slopeEastern cut slope

UCS4.2 MPa124.2 MPa12
Joint spacing1.3 m150.6 m10
Joint conditionSlicken sided and 1–5 mm wide 10Slicken sided and 1–5 mm wide 10
Ground water conditionDamp10Damp10
Summation (RMRB)6459