Abstract
INTRODUCTION. In the area of Oltrepo Pavese (Lombardy), in northern Italy, several rainfall-induced
shallow landslides, usually developed in the first few meters of soil, affected in the last five years
hilly slopes cultivated with vineyards. These phenomena caused the destruction of the vineyards and
the loss of high productivity soils. For this reason studying the contribution of the grapevines, and in
particular of their roots, is fundamental for soil mechanical reinforcement. Many studies demonstrated
the contribution of forest and natural vegetation, while most of the studies usually neglected the
potential contribution of cultivated plants to slope stability. The objectives of this work were to estimate
the grapevine roots strength and distribution pattern in soil for the assessment of grapevine
roots contribution to soil shear strength and to slope stability.
MATERIALS AND METHODS. A multidisciplinary study was carried out for characterizing the roots
and soils where they live. In different test-site slopes characterized by vineyards of different age affected
or not by shallow landslides several pits were excavated to collect root samples for mechanical
properties measurement and for evaluating root density and size distribution with depth.
Pedological profiles were accurately determined in the pits and soil samples for geotechnical characterization
were also collected at different depths. Root mechanical properties were measured through
laboratory tensile tests in terms of tensile force and were used to estimate the contribution of the
roots to the shear strength of the soil by applying the Fiber Boundle Model (FBM).
RESULTS AND DISCUSSION. Grapevine roots mechanical properties and distribution were compared
between the test-site slopes. There is a certain degree of similarity on grapevine roots tensile
resistance considering different age vineyards and slopes affected or not by shallow landslides. RAR,
number of roots and root reinforcement along depth showed a great in-situ variability linked also with
plant age, and lowest values at the soil-bedrock contact, regardless the depth of this contact.
CONCLUSIONS. The study allowed for the estimation of the contribution of grapevine roots to soil
shear strength. The results could have significant repercussions on land use planning because they
allow for the identification of vineyard slopes prone to shallow landslides and on land management
for improving agricultural best practices which can prevent instability phenomena.
Lingua originale | English |
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Titolo della pubblicazione ospite | 1st INTERNATIONAL SYMPOSIUM ON GRAPEVINE ROOTS |
Pagine | 37 |
Numero di pagine | 1 |
Stato di pubblicazione | Pubblicato - 2015 |
Evento | 1st International Symposium on grapevine roots - Rauscedo, Italy Durata: 16 ott 2014 → 17 ott 2014 |
Convegno
Convegno | 1st International Symposium on grapevine roots |
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Città | Rauscedo, Italy |
Periodo | 16/10/14 → 17/10/14 |
Keywords
- Fiber Boundle Model
- Grapevine roots
- Root area ratio
- Root cohesion
- Root tensile strength –
- Shallow landslides