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Pregled bibliografske jedinice broj: 74224

Analysis of pile deformations during static load tests


Szavits-Nossan, Antun; Kovačević, Meho-Saša; Mavar, Ramon
Analysis of pile deformations during static load tests // Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering / Publicatins committee of the XV ICSMGE (ur.).
Lisse: A.A. Balkema Publishers, 2001. str. 1021-1024 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Analysis of pile deformations during static load tests

Autori
Szavits-Nossan, Antun ; Kovačević, Meho-Saša ; Mavar, Ramon

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

Izvornik
Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering / Publicatins committee of the XV ICSMGE - Lisse : A.A. Balkema Publishers, 2001, 1021-1024

Skup
Fifteenth international conference on soil mechanics and geotechnical engineering

Mjesto i datum
Istanbul, Turska, 27.08.2001. - 31.08.2001

Vrsta sudjelovanja
Poster

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
pile; load test; axial deformation; measurements; numerical analysis

Sažetak
Results of static load tests on two cast in place concrete piles in a soil composed of sand and gravel are compared to those obtained in a nonlinear numerical analysis. A finite element analysis was performed using an elasto-plastic kinematic hardening constitutive model to describe the soil shear stiffness degradation from very small to large strains. The very small strain shear modulus was obtained from shear wave velocities measured on the test site, the degradation curve was deduced from published test data on sands, and SPT blow counts were used for strength parameters. Computed values correlate very well with measured pile load-displacement data. Computed axial load distribution along the pile shaft matches measured data for both piles only if negative skin friction and the associated residual forces are taken into account. This was done by lowering the ground water table prior to the load tests.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
082003

Ustanove:
Građevinski fakultet, Zagreb


Citiraj ovu publikaciju:

Szavits-Nossan, Antun; Kovačević, Meho-Saša; Mavar, Ramon
Analysis of pile deformations during static load tests // Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering / Publicatins committee of the XV ICSMGE (ur.).
Lisse: A.A. Balkema Publishers, 2001. str. 1021-1024 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Szavits-Nossan, A., Kovačević, M. & Mavar, R. (2001) Analysis of pile deformations during static load tests. U: Publicatins committee of the XV ICSMGE (ur.)Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering.
@article{article, author = {Szavits-Nossan, Antun and Kova\v{c}evi\'{c}, Meho-Sa\v{s}a and Mavar, Ramon}, year = {2001}, pages = {1021-1024}, keywords = {pile, load test, axial deformation, measurements, numerical analysis}, title = {Analysis of pile deformations during static load tests}, keyword = {pile, load test, axial deformation, measurements, numerical analysis}, publisher = {A.A. Balkema Publishers}, publisherplace = {Istanbul, Turska} }
@article{article, author = {Szavits-Nossan, Antun and Kova\v{c}evi\'{c}, Meho-Sa\v{s}a and Mavar, Ramon}, year = {2001}, pages = {1021-1024}, keywords = {pile, load test, axial deformation, measurements, numerical analysis}, title = {Analysis of pile deformations during static load tests}, keyword = {pile, load test, axial deformation, measurements, numerical analysis}, publisher = {A.A. Balkema Publishers}, publisherplace = {Istanbul, Turska} }




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