Cones, Bosko, Hashish Sithonia

Cones, Bosko, Hashish Sithonia

Cones, Bosko, Hashish Sithonia

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Cones, Bosko, Hashish Sithonia

Eco-and Ground Bio-Engineering: The Use of Vegetation to Improve Slope Stability

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In an era where climate change, natural catastrophes and land degradation are major issues, the conservation of soil and vegetation in mountainous or sloping regions has become an international priority. How to avoid substrate mass movement through landslides and erosion using sustainable and ecologically sound techniques is rapidly becoming a scientific domain where knowledge from many different fields is required. These proceedings bring together papers from geotechnical and civil engineers, biologists, ecologists and foresters, who discuss current problems in slope stability research, and how to address those problems using ground bio- and eco-engineering techniques. Ground bioengineering methods integrate civil engineering techniques with natural materials to obtain fast, effective and economic methods of protecting, restoring and maintaining the environment whereas eco-engineering has been defined as a long-term ecological strategy to manage a site with regard to natural or man-made hazards. Studies on slope instability, erosion, soil hydrology, mountain ecology, land use and restoration and how to mitigate these problems using vegetation are presented by both scientists and practitioners. Papers encompass many aspects of this multidisciplinary subject, including the mechanisms and modelling of root reinforcement and the development of decision support systems, areas where significant advances have been made in recent years. Skip to main content Skip to table of contents. Advertisement Hide. This service is more advanced with JavaScript available. Conference proceedings. Papers Table of contents 45 papers About About these proceedings Table of contents Page 1 Navigate to page number of 3. The influence of cellulose content on tensile strength in tree roots. Pages Novel biomechanical analysis of plant roots. Hamza, A. Bengough, M. Bransby, M. Davies, C. Halpin, P. Root reinforcement: analyses and experiments. Root strength and root area ratio of forest species in Lombardy Northern Italy. Gian Battista Bischetti, Enrico A. Biotechnical characteristics of root systems of typical Mediterranean species. Uprooting resistance of vetiver grass Vetiveria zizanioides. Mickovski, L. H van Beek, F. Root reinforcement by hawthorn and oak roots on a highway cut-slope in Southern England. Protection roles of forest and non-forest woody species on slopes in Iran. Reinforcement of tree roots in slope stability: A case study from the Ozawa slope in Iwate Prefecture, Japan. Observation and simulation of root reinforcement on abandoned Mediterranean slopes. Wint, L. Cammeraat, J. Root system asymmetry of Mediterranean pines. Root morphology, stem growth and field performance of seedlings of two Mediterranean evergreen oak species raised in different container types. Tsakaldimi, T. Zagas, T. Tsitsoni, P. Stabilising characteristics of New Zealand indigenousriparian colonising plants. Mechanical resistance of different tree species to rockfall in the French Alps. Root morphology and strain distribution during tree failure on mountain slopes. Alexia Stokes, Murad Abd. A numerical investigation into the influence of soil type and root architecture on tree anchorage. Page 1 Navigate to page number of 3. About these proceedings Introduction In an era where climate change, natural catastrophes and land degradation are major issues, the conservation of soil and vegetation in mountainous or sloping regions has become an international priority. Biome Geotechnical investigation Sediment development ecology environment erosion forest hydrology logging soil vegetation. Stokes Ioannis Spanos Joanne E. Buy options.

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Eco-and Ground Bio-Engineering: The Use of Vegetation to Improve Slope Stability

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Eco-and Ground Bio-Engineering: The Use of Vegetation to Improve Slope Stability

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Eco-and Ground Bio-Engineering: The Use of Vegetation to Improve Slope Stability

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