ANNALI 2009-10 - Università degli Studi di Parma
ANNALI 2009-10 - Università degli Studi di Parma
ANNALI 2009-10 - Università degli Studi di Parma
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
GEOTECHNICS<br />
The priority scientific topics of the research activities of the geotechnical<br />
group, involved in these projects, are:<br />
1. Rockfall<br />
2. Rock slope numerical modeling<br />
3. Hard soil – Soft Rock Characterization<br />
4. Mechanical behavior of natural <strong>di</strong>scontinuity in rock<br />
5. Numerical modeling of rock <strong>di</strong>scontinuities behavior<br />
6. Large mass movements<br />
7. Slope stability analysis of submerged volcanic structures<br />
8. Debris flow analysis and modeling<br />
9. Control and monitoring of the stability con<strong>di</strong>tion of the excavation<br />
The activity of the <strong>Parma</strong> University research group would mainly devoted<br />
to the development and application of slope modeling methods, in<br />
the geological and geotechnical characterization of materials involved<br />
in instability phenomena and control and monitoring of the stability<br />
con<strong>di</strong>tion of the excavation. This characterization will be done by means<br />
of specific in situ surveys and lab and in situ tests.<br />
The research group have been involved in several researches concerning<br />
<strong>di</strong>fferent aspects of rock fall phenomena for many years.<br />
In particular, blocks detachment evaluation on the basis of statistical and<br />
deterministic surveys, blocks movement analysis and modeling by means<br />
in situ tests interpretations and by improvements of a modeling code,<br />
block failure phenomenon at slope impact study and modeling, analysis<br />
of the dynamical behavior of protection system components developed by<br />
full tests physical models.<br />
Slope stability analysis of hard soil / weak rock materials is very peculiar<br />
and involved the determination of the mechanical behavior of these<br />
materials. For this reason a specific characterization by means of laboratory<br />
testing and on site surveys have to be carried out.<br />
Large mass movement phenomena involves the understan<strong>di</strong>ng of the<br />
failure mechanisms and triggering causes determination. The process<br />
involve the setting up of on site monitoring stations and the development<br />
of physical and numerical models.<br />
Risk assessment, safety and working environment issues are important<br />
consideration in undertaking excavation both for civil or mining purposes.<br />
A great effort in the research is performed by this group in the field<br />
of developing monitoring and alarming systems which can pre<strong>di</strong>ct, assess<br />
and minimize the risk during excavation.<br />
Modello Numerico agli Elementi <strong>di</strong><br />
Contorno <strong>di</strong> una galleria mineraria<br />
Boundary Element numerical model of<br />
an underground mine ( Fig. 1 )<br />
Fig. 1 Fig. 2<br />
Modello <strong>di</strong>gitale della superficie rugosa<br />
<strong>di</strong> un giunto in roccia<br />
Digital model of the rough surface of a<br />
rock joint ( Fig. 2 )<br />
Carota recuperata da un sondaggio a<br />
seguito dell’esecuzione <strong>di</strong> una prova<br />
CSIRO<br />
Borehole core recovered after the execution<br />
of a CSIRO on site test ( Fig. 3 )<br />
Fig. 3 Fig. 4<br />
Grafico dei risultati ottenuti da una<br />
prova <strong>di</strong> taglio ciclico su <strong>di</strong>scontinuità<br />
rugose<br />
Diagram of the results of a cyclic shear<br />
test on rough <strong>di</strong>scontinuities ( Fig. 4 )<br />
8