Autor: Balachowski, L. - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Physical modelling of geotechnical structures in ports and offshore
Autorzy:: Bałachowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/259902.pdf
Data publikacji:: 2017
Wydawca:: Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:: centrifuge
calibration chamber
CPT
Opis:: The physical modelling of subsoil behaviour and soil-structure interaction is essential for the proper design of offshore structures and port infrastructure. A brief introduction to such modelling of geoengineering problems is presented and some methods and experimental devices are described. The relationships between modelling scales are given. Some examples of penetration testing results in centrifuge and calibration chamber are presented. Prospects for physical modelling in geotechnics are also described.
Źródło:: Polish Maritime Research; 2017, S 1; 4-9
1233-2585
Pojawia się w:: Polish Maritime Research
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 2.

Tytuł:: Penetration resistance of Lubiatowo sand in calibration chamber tests
Autorzy:: Bałachowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/241154.pdf
Data publikacji:: 2006
Wydawca:: Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:: calibration chamber
CPT
DMT
model piles
sands
Opis:: A series of cone penetration tests with standard cone and mini-cone were performed in the calibration chamber at Gdańsk University of Technology. Medium size, double wall chamber permits full control of stress and strain acting on the soil mass. The calibration chamber houses cylindrical soil sample 53 cm in diameter and 100 cm high. Lateral and vertical stresses, as well as strain conditions can be applied independently. The results of pushed-in model piles of small diameter, dilatometer tests, standard cone and mini CPT probe were analysed to determine size and boundary effects in penetration testing for calibration chamber and model sand. Free field values of cone resistance, independent of size and boundary effects, are proposed for Lubiatowo sand.
Źródło:: Archives of Hydro-Engineering and Environmental Mechanics; 2006, 53, 4; 311-329
1231-3726
Pojawia się w:: Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 3.

Tytuł:: Size Effect in Centrifuge Cone Penetration Tests
Autorzy:: Bałachowski, L.
Powiązania:: https://bibliotekanauki.pl/articles/241236.pdf
Data publikacji:: 2007
Wydawca:: Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:: centrifuge
CPT
quartz sands
grain size
Opis:: In-flight penetration tests with 12 mm mini-cone, were performed in the centrifuge of L.C.P.C. in Nantes, in two uniform quartz sands of different grain size. Stress level effect and particle size effect on the cone resistance were analyzed. Geometry and particle size effects were found for cone penetration in coarse sand especially at a penetration less than the critical depth. The irregularities on the profile of mini-cone penetration in coarse sand can be attributed to particle size effect. The evidence of geometry size effect was not very marked for the relatively narrow range of acceleration applied.
Źródło:: Archives of Hydro-Engineering and Environmental Mechanics; 2007, 54, 3; 161-181
1231-3726
Pojawia się w:: Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:: Biblioteka Nauki

Artykuł

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