Falling Wedge

Problem Statement

Note

To view this project in 3DEC, use the menu command Help ► Examples…. Choose “3DEC/ VerificationProblems/ Falling_Wedge” and select “fall.prj” to load. The main data files used are shown at the end of this example. All data files are found in the project.

The stability of a rock wedge in the roof of an excavation is analyzed. This problem takes into account the stabilizing effect of the in-situ stresses, and also shows the influence of joint stiffness.

A roof wedge is created by three joints dipping at 60° and with dip directions of 30°, 150°, and 270°. The height of the wedge is 1 meter. An in-situ state of stress has two principal stresses parallel to the excavation roof (equal to −0.05 MPa); the vertical principal stress is zero.

Analytical Solution

Aclosed-form solution of the support force for stabilization of the wedge in the roof of an excavation was derived by Goodman et al. (1982), and is given by the equation

${A_0 \over W}= 1-\sum_{i=1}^{n-1}{{\sigma_{n,i}A_i\sin(\phi_i-\alpha_i)(k_{s,i}/k_{n,i}) \left[\cos\alpha_i \cos i_i +\tan\alpha_i \sin(\alpha_i-i_i) \right]} \over{W\cos\phi_i} (k_{s,i}/k_{n,i}) \left[\cos\alpha_i \cos i_i +\tan\phi_i \sin(\alpha_i-i_i) \right]}$

where:

$$n$$ = is the number of faces on the block;

$$_i$$ = the index denoting the face of the block;

$$A_0$$ = required force to stabilize the wedge;

$$W$$ = weight of the wedge;

$$\sigma_{n,i}$$ = normal stress acting on the $$i$$th face of the wedge;

$$A_i$$ = the area of the face of the wedge;

$$\phi_i$$ = the friction angle on the face of the wedge;

$$\alpha_i$$ = the complement of the dip angle of the joint which creates the face;

$$k_{si}$$ = shear stiffness of the joint;

$$k_{ni}$$ = normal stiffness of the joint; and

$$i_i$$ = roughness angle of the joint.

For this particular case, where

1. all joints have the same dip angle,
2. the initial stress state in the plane parallel to free face of the block is hydrostatic, and
3. all joints have the same ratio between normal and shear stiffness,

the friction coefficient (equal in all joints) required for stability of the wedge without any support can be expressed from the equation above as follows:

$\tan \phi = { W+\sigma_n\sum A_i \sin\alpha \over \sigma_n\sum A_i \sin\alpha-W\tan\alpha}$

The critical friction coefficient (and friction angle) is calculated using the FISH function f_limit, listed in data file “FALL.FIS”. (It is assumed that three joints form a block, and their dip directions are not 120°.)

3DEC Model

The 3DEC model shown in Figure 1 consists of seven rigid blocks. Six of the blocks are fixed, and only the isolated wedge is allowed to move under gravity. The mechanical properties are:

density: $$\rho$$ = 2000 kg/m3

joint shear and normal stiffness: $$K_n$$ = $$K_s$$ = 10 MPa/m

gravity acceleration: $$g$$ = 10 m/sec2

The numerical simulation is performed by first fixing all the blocks surrounding the wedge and assigning the in-situ stress state. The friction coefficient is then reduced until failure occurs.

Results and Discussion

The 3DEC simulation yields a 34.402° friction angle (required for stability of the wedge) which is, within five significant digits, the same value as the analytic solution for the critical friction angle. The failure of the wedge is indicated in Figure 1.

Figure 1: Falling wedge model.

Figure 2: History of vertical velocity of the wedge.

Reference

Goodman, R. E., G.-H. Shi and W. Boyle. “Calculations of Support for Hard, Jointed Rock Using the Keyblock Principal,” in Issues in Rock Mechanics (Proceedings of the 23rd Symposium on Rock Mechanics, University of California, Berkeley, August 1982), pp. 883-898. New York: Society of Mining Engineers (1982).

Data Files

fall.dat

;===================================================
; verification test -- falling wedge
; zero cohesion on the joints, equal friction angle
;===================================================
model new
model large-strain on

program call 'fall.fis'
[_limit]

block create brick -2 2 -2 2 -1 1

block cut joint-set
block cut joint-set dip 60  dip-direction  30  ori 0 0 1
block cut joint-set dip 60  dip-direction 150  ori 0 0 1
block cut joint-set dip 60  dip-direction 270  ori 0 0 1
block delete range pos-z -1,0
block group 'wedge' range pos-x -0.2,0.2 pos-y -0.2,0.2 pos-z 0.0,0.3
;
block prop density=2e-3

; this will create subcontacts
block insitu stress -0.05 -0.05 0 0 0 0

block contact jmodel assign mohr
block contact property stiffness-normal 10 stiffness-shear 10 friction 89
block contact mat-table default prop stiffness-normal 10 ...
stiffness-shear 10 friction 34.4

model gravity 0 0 -10

block fix range position-x -2.0 2.0 position-y -2.0 2.0 position-z 0.3 1.0

block hide range group 'wedge' not
block hist vel-z pos -0.5774,-1,0
history name '1' label 'Z Velocity of Wedge'

block hide off
model cyc 400

; set friction to 34.402
block contact prop fric=34.402
model cyc 800
model sav 'fall_stable'

; set friction to 34.401
block contact prop fric=34.401
model cyc 400
[analytic]
model save 'fall'
program return


fall.fis

fish define params
global height_ = 1.0
global alpha_ = 60.0
global sigma_ = 0.05
global unitweight_ = 0.02
end
[params]

fish define _limit
local w_     = 0.5*math.sqrt(3)*height_^3* ...
math.tan(alpha_)* ...
math.tan(alpha_)*unitweight_
local a_     = 1.5*math.sqrt(3)*height_^2*math.tan(alpha_)/math.cos(alpha_)
local coef_  = (w_+sigma_*a_*math.sin(alpha_))
coef_  = coef_/(sigma_*a_*math.cos(alpha_)-w_*math.tan(alpha_))