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Pregled bibliografske jedinice broj: 254468

Bearing capacity of foundation on rock mass with weak layer


Miščević, Predrag; Jašarević Ibrahim
Bearing capacity of foundation on rock mass with weak layer // Proceeding of the International workshop on Rock Foundation ; Tokyo/Japan/ 30 September 1995 / Yoshinaka R., Kikuchi K. (ur.).
Rotterdam: A.A. Balkema, 1995. str. 333-336 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Bearing capacity of foundation on rock mass with weak layer

Autori
Miščević, Predrag ; Jašarević Ibrahim

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

Izvornik
Proceeding of the International workshop on Rock Foundation ; Tokyo/Japan/ 30 September 1995 / Yoshinaka R., Kikuchi K. - Rotterdam : A.A. Balkema, 1995, 333-336

Skup
International workshop on Rock Foundation ; Tokyo/Japan/ 30 September 1995

Mjesto i datum
Tokio, Japan, 30.09.1995

Vrsta sudjelovanja
Poster

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Bearing capacity; Shallow foundation; Rock mass

Sažetak
This paper deals with a strip surface footing on a rock mass with a weak layer. The calculations of the bearing capacity were performed simultaneously by two computer programs using the finite element method and the finite difference method with independent development of the models. The calculation was performed for different widths of the footing according to the width of the layer. The axis of the layer was placed on the edge of the footing and in the center of the footing, with different inclinations from a vertical In the iteration procedure used in the calculation, special attention was paid to the stepping up (load increase) in the determination of "local" and 'global" failures in the subgrade. The results show a significant decrease in the value of the bearing capacity for some widths and positions of a weak layer, as well as an important influence of a differential settlement (between the edges of the footing) on the determination of the collapse loads. The analyzed problem is illustrated by an example of a bridge footing (a bridge over Rijeka Dubrovacka, Croatia).

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
083162

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

Citiraj ovu publikaciju

Miščević, Predrag; Jašarević Ibrahim
Bearing capacity of foundation on rock mass with weak layer // Proceeding of the International workshop on Rock Foundation ; Tokyo/Japan/ 30 September 1995 / Yoshinaka R., Kikuchi K. (ur.).
Rotterdam: A.A. Balkema, 1995. str. 333-336 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Miščević, P. & Jašarević Ibrahim (1995) Bearing capacity of foundation on rock mass with weak layer. U: Yoshinaka R., K. (ur.)Proceeding of the International workshop on Rock Foundation ; Tokyo/Japan/ 30 September 1995.
@article{article, author = {Mi\v{s}\v{c}evi\'{c}, P. and Ja\v{s}arevi\'{c} Ibrahim}, editor = {Yoshinaka R., K.}, year = {1995}, pages = {333-336}, keywords = {Bearing capacity, Shallow foundation, Rock mass}, title = {Bearing capacity of foundation on rock mass with weak layer}, keyword = {Bearing capacity, Shallow foundation, Rock mass}, publisher = {A.A. Balkema}, publisherplace = {Tokio, Japan} }