DOWNLOAD GEOTECNICA LANCELLOTTA geotecnica lancellotta pdf. Questo programma è pensato per il pogetto e la verifica di paramenti a semigravitÃ. Lancellotta [Geotecnica – ].pdf – Ebook download as PDF File .pdf) or view presentation slides online. : Geotecnica () by Renato Lancellotta and a great selection of similar New, Used and Collectible Books available now at great.

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Questo sito utilizza cookie tecnici e di terze parti. Proseguendo la navigazione o cliccando su “Chiudi” acconsenti all’uso dei cookie. Mediterranea Study Research Admission Accommodation. Teaching material Office hours News Class timetable No document in this course. The course aims at providing the principal concepts related to the mechanical behaviour of soil that represents the theoretical bases necessary for the design of geotechnical structures.

Characteristics of lancelloyta and classification Origin of the soil.

Geotechnics part 2 (Complementi di geotecnica)

Relations between phases, specific weight and unit volume weights. Classification, Atterberg limits, particle size analysis. Outlines on continuum mechanics Micromechanical approach and description from discrete to continuum. Stress and strain tensors. Geotefnica to irreversible behaviour. Porous medium Balance equation of a porous medium, two-phase continuum and effective stress principle.


Steady flows One-dimensional flow, Darcy law, two-dimensional flow.

Confined flow, solution with the finite difference method and the flow net. Experimental determination of the permeability coefficient. Transient flows Hydraulic and mechanical aspects. Consolidation under one- two- and three-dimensional conditions. Consolidation theory by Terzaghi.

Oedometric test, oedometric settlments.

Mechanical behavior of soils Basic requirements of laboratory equipments, direct shear apparatus, triaxial apparatus. Effect of drainage on test results. Mohr-Coulomb criterion in two and three dimensions.

Geotechnical Engineering – Renato Lancellotta – Google Books

Failure criteria by Matsuoka geotecnixa NakaiLade and Duncan and their generalisation. Dilatancy and shear strength of sands. Effect of the relative density on the mechanical behaviour of sands, state parameter and critical state.

Mechanical behaviour of clays. Effect of the overconsolidation on the mechanical behaviour of clays.

Geotechnics part 2 (Complementi di geotecnica) — Uniud IT

Isotropic compression line and critical state line. Critical state conditions of a clay specimen under drained and undrained conditions. Elastoplastic constitutive models Yield function, plastic potential and hardening law. Plastic potential from stress-dilatancy relationship. Original and modified Cam Clay models.


Limit analysis theorems Upper limit theorem, kinematically geottecnica failure mechanisms, dissipation. Lower limit theorem, static discontinuities. Earth pressure Coulomb analysis. Earth pressures with the lower bound method.


Shallow foundations Bearing capacity under drained and undrained conditions of shallow strip foundations with the limit analysis methods. Zanichelli consigliato Lancellotta R. Zanichelli consigliato Nova R.

Fondamenti di meccanica delle terre.