SLADUS

SMALL TO LARGE DEFORMATIONS OF UNSATURATED SOILS: AN APPLICATION TO EARTH STRUCTURES

 Coordinatore UNIVERSITY OF GLASGOW 

 Organization address address: University Avenue
city: GLASGOW
postcode: G12 8QQ

contact info
Titolo: Dr.
Nome: Domenico
Cognome: Gallipoli
Email: send email
Telefono: -4354
Fax: -4984

 Nazionalità Coordinatore United Kingdom [UK]
 Totale costo 0 €
 EC contributo 172˙434 €
 Programma FP7-PEOPLE
Specific programme "People" implementing the Seventh Framework Programme of the European Community for research, technological development and demonstration activities (2007 to 2013)
 Code Call FP7-PEOPLE-IEF-2008
 Funding Scheme MC-IEF
 Anno di inizio 2009
 Periodo (anno-mese-giorno) 2009-06-01   -   2011-05-31

 Partecipanti

# participant  country  role  EC contrib. [€] 
1    UNIVERSITY OF GLASGOW

 Organization address address: University Avenue
city: GLASGOW
postcode: G12 8QQ

contact info
Titolo: Dr.
Nome: Domenico
Cognome: Gallipoli
Email: send email
Telefono: -4354
Fax: -4984

UK (GLASGOW) coordinator 172˙434.64

Mappa


 Word cloud

Esplora la "nuvola delle parole (Word Cloud) per avere un'idea di massima del progetto.

laboratory    water    situ    mechanical    earth    soil    mechanics    unsaturated    strains    material    compacted    structures    constitutive    partly    soils    ground    small    model   

 Obiettivo del progetto (Objective)

'In unsaturated soils, pores are filled partly by water and partly by air. Unsaturated soils occur naturally (as superficial ground above the water table) or in manmade structures (as compacted earth in infrastructure embankments, underground nuclear waste repositories and flood defences). Unsaturated soil mechanics has experienced significant advances during recent years, instigated by the use of compacted earth as sustainable building material and by the pressing need of the construction industry to improve techniques for management and appraisal of earth structures. Seminal contributions to unsaturated soil mechanics have been made over the past two decades but the current state-of-the-art is still unable to provide an accurate understanding of pre-failure behaviour in compacted soils, which is crucial to ensure long-term serviceability and cost-effective maintenance of earth structures. Mechanical non-linerarity and dependency of small-strain stiffness, as well as damping, on stress history are important properties not properly described by existing constitutive models. Understanding the response of compacted soils at small strains is not only central to applications in engineering dynamics, such as predicting ground motion during earthquakes or next to high-speed railways, but also to the analysis of earth structures under static loads of service. The proposed project will contribute to fill such gaps of knowledge by pursuing two intertwined lines of investigations. Firstly, it will undertake a wide-ranging programme of triaxial and resonant column tests on unsaturated clayey silt samples compacted both in the laboratory and in-situ following standard procedures to ensure comparable material fabrics. Secondly, it will formulate a constitutive model capable of describing mechanical behaviour from small to large strains and will highlight advantages and limitations of such model when reproducing the behaviour of soils compacted both in the laboratory and in-situ.'

Altri progetti dello stesso programma (FP7-PEOPLE)

EPIGENETIC MARKER (2009)

Evaluation of epigenetic biomarkers in prostate cancer patients before and after hormone ablation therapy

Read More  

AMBI (2013)

Advanced Methods in Building Diagnostics and Maintenance

Read More  

BAYINNO (2015)

"Bayesian Truth Serum and its applications to conjoint analysis: a reliable way to assess user preferences for new products, services and policies"

Read More