Table 2 Physical and mechanical parameters of model masonry22.

From: Cracking and damage analysis of a masonry structure based on joint masonry model caused by a obliquely undercrossing tunnel

Parameters

 

Gravity γ (kN/m3)

15

Shear modulus G (kPa)

477,093

Poisson`s ratio v

0.12

Enhancement coefficient β

0.687

Cohesion c (kPa)

5

Distinguish mortar (joint) direction

 α1 (°)

90

 α2 (°)

0

Friction angle φ1-2 (°)

31

Dilatancy angle ψ1-2 (°)

31

Tensile strength σ1–2 (kPa)

8.32