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Pregled bibliografske jedinice broj: 282862

Rational improvement of shallow landslides in clay


Jašarević, Ibrahim; Njegovec, Mario; Španović, Robert
Rational improvement of shallow landslides in clay // 5th Pan-European Conference on Planning for Minerals and Transport Infrastructure (PEMT '06) : proceedings / Osmanagić, Muris (ur.).
Sarajevo, 2006. str. 357-373 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Rational improvement of shallow landslides in clay

Autori
Jašarević, Ibrahim ; Njegovec, Mario ; Španović, Robert

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
5th Pan-European Conference on Planning for Minerals and Transport Infrastructure (PEMT '06) : proceedings / Osmanagić, Muris - Sarajevo, 2006, 357-373

Skup
Pan-European Conference on Planning for Minerals and Transport Infrastructure (5 ; 2006)

Mjesto i datum
Sarajevo, Bosna i Hercegovina, 18.-20.05.2006

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
geotechnical design and calculation; landslides in clay; statistical analysis

Sažetak
The Eurocode 7 - Geotechnical Design allows: • geotechnical design by calculation, • design based on prescribed measures, • design by "observational method", • design by load testing, i.e. by model testing. The possibility of using data bases based on a combination of acceptable methods is described in the paper. The nonlinear dependence between technical solutions expressed by normalized coefficients, k1, and, k2, and landslide zones, Fk, has been established based on the analysis of some thirty landslides, 23 of which already improved. The analyzed landslide zones ranged in size from Fkmin = 340 sq.m. to Fkmax = 60, 000 sq.m. The analysis of data-base results has revealed that there is no linear correlational dependence between expressions Fk~k1, Fk~k2, Cu~k1, Cu~k2, Cu~k1/k2 for each of the analyzed zones ranging in size from Fkmin = 340 sq.m. to Fkmax = 60, 000 sq.m. In addition, as the relationship between small, medium-sized and large landslides amounts to 1:5:23 respectively, the only reliable correlational dependence, applied jointly to medium-sized and large landslides, can be expressed as lnFk~k1. Correlational dependences established in this way provide to designers and clients a reliable basis for transparent estimation of technical solutions k1 and k2 and prediction of the total landslide improvement price Cu. According to information available to the authors, no similar proposals have so far been given in international literature.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
0082226

Ustanove
Građevinski fakultet, Zagreb

Profili:

Avatar Url Mario Njegovec (autor)

Avatar Url Ibrahim Jašarević (autor)

Citiraj ovu publikaciju

Jašarević, Ibrahim; Njegovec, Mario; Španović, Robert
Rational improvement of shallow landslides in clay // 5th Pan-European Conference on Planning for Minerals and Transport Infrastructure (PEMT '06) : proceedings / Osmanagić, Muris (ur.).
Sarajevo, 2006. str. 357-373 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Jašarević, I., Njegovec, M. & Španović, R. (2006) Rational improvement of shallow landslides in clay. U: Osmanagić, M. (ur.)5th Pan-European Conference on Planning for Minerals and Transport Infrastructure (PEMT '06) : proceedings.
@article{article, editor = {Osmanagi\'{c}, M.}, year = {2006}, pages = {357-373}, keywords = {geotechnical design and calculation, landslides in clay, statistical analysis}, title = {Rational improvement of shallow landslides in clay}, keyword = {geotechnical design and calculation, landslides in clay, statistical analysis}, publisherplace = {Sarajevo, Bosna i Hercegovina} }