T
Figure 4: Visualization of tracing point vector displacements
(magnitude x10) after 1220 s from the beginning of
loading (test 1)
tempo (secondi)
n 100 200 300 400 500 800 700 200 900 1000 1100 1200 1300
E
Carico Verticale (Kg)
8
i
Figure 5: diagram time-load for test 2, showing a sudden
variation of loading.
:
4
i i
— —Ó
|
y
z *
Figure 6: Mesh representation of the tracing point positions in
image 1 and image 11 (test 2)
3. TRACKING THE DISPLACEMENT OF POINTS ON
A SLIDING SURFACE
3.1 Test goal and test setup
In a second application, the goal was to track the movement of
points on the superficial layer of a sand specimen, sliding along
a sloping plane. As in the previous case, the goal was to
compare the actual dynamic of the grains with the prediction of
a mathematical model. This is of interest in trying to model the
conditions that lead to landslide in this kind of terrains. The
experiment was carried out in a channel about 4 m long and 50
cm wide with a sand height of about 15 cm (fig. 7). The
specimen is arranged in the sloping side of the channel and kept
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
in place by a gate. The specimen can be prepared with different
sand types, with varying humidity contents, while the testing
device can vary the inclination of the upper channel section to
reproduce different slope angles.
The release of the gate set the sand specimen sliding, until the
slope change of the channel slow down and then stops the
movement; the motion of the superficial layer of sand should be
traced.
Cameras
Sand specimen
Screw to adjust
channel slope
Figure 7: the testing channel and the camera's locations
As in the previous experiment, tracking individual sand grains
is not possible, so we resorted to spheres. Due to the test
dynamics, we had to ensure that they were faithfully following
the sand movement and that they could be traced against the
sand background. To this aim, pins were fixed to the spheres
and tests were carried out with different pin length and sphere
size. Though this solution may not be optimal (some pin get out
of the sand and starts rolling, becoming useless to describe the
sand movement) visual examination of different tests confirmed
that the sphere actually follow the sand quite closely.
To ensure a dense description of the surface deformation, a grid
of 12x16 spheres, spaced about 3 cm was prepared and put in
place with drilled board, to guarantee precise positioning of
each sphere in the channel reference system in every trial. The
position of the targets in object space and their labels are
therefore known as long as the gate is closed.
Being the displacement field 3D, two synchronized digital
cameras Basler AF 101 (1300x1000 resolution, focal length 8
mm, pixel size 6.7 micrometers, 12 fps at full resolution) were
employed to track the trajectories. In order to raise the frame
rate of the camera, we took advantage of the elongated shape of
the channel, using just half frame. We could therefore achieve
22 fps, which proved just enough to capture the motion.
The cameras were mounted with convergent axes over the
channel, covering the section where the movement actually take
place, about 1.8 m long. The camera are mounted about 1.4m
above the specimen, with axes are convergent to the centre of
the channel section and a base/distance ratio close to 1. With
this arrangement, assuming a measurement accuracy of 1 pixel,
a simulation of the spatial intersection from the cameras
predicted an accuracy for the sphere positions of 3 mm in
horizontal and 5 mm on Z.
A reference frame was established on the channel by fixing 40
targets along the top of the walls and before the gate, on the
channel bottom. Their coordinates were determined
photogrammetrically within a block adjustment of 8 convergent
images taken with a Nikon D100 with a 18 mm lens, yielding
an estimated accuracy of 0.5 mm in all directions.
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