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ANNALI 2009-10 - Università degli Studi di Parma

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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

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