Dodatkowe przykłady dopasowywane są do haseł w zautomatyzowany sposób - nie gwarantujemy ich poprawności.
Key words: soil classification, cone penetration test, in situ, case history.
Key words: settlement, raft foundation, finite difference, cone penetration tests.
The radioisotope cone penetration test was employed to measure the in situ density of the site.
According to back calculations, the berm density was lower than that inferred from cone penetration tests.
Key words: ground anchors, pullout capacity, cone penetration test, artificial neural networks.
Key words: sand, hydraulic fill, liquefaction, cone penetration test.
In cone penetration test, correct interpretation of the test results has always been a challenge for most geotechnical engineers.
Key words: piles, cone penetration test, static and dynamic load test, modular program.
The settlement calculation for these structures was made using deformation parameters deduced from cone penetration test results.
Key words: pile load test, cone penetration test, pressuremeter test.
Key words: liquefaction, spatial variability, stochastic analysis, cone penetration test, damage, characteristic parameters.
Reclaimed sandfill is often highly variable, and the cone penetration test is most commonly used for site characterization.
Several charts exist for evaluating soil type from electric cone penetration test (CPT) data.
Cone penetration tests in MLS were conducted in a calibration chamber.
Key words: clay, pile, piezocone, cone penetration test, axial pile capacity, skin friction.
Key words : permafrost, cone penetration tests, piles field loading tests, creep settlement.
Key words: cone penetration test, in situ, clay, overconsolidation ratio, pore pressure, dissipation, consolidation.
Key words: flat dilatometer test, in situ, research, cone penetration test, pore pressures.'
Shear-wave velocity profiles measured by this procedure are compared with results from independent seismic cone penetration tests for selected sites in western Canada.
A cone penetration test is performed using an instrumented probe with a conical tip, pushed into the soil hydraulically at a constant rate.
Geotechnical engineers use specialized tools, such as the cone penetration test, to estimate the amount of skin and end bearing resistance available in the subsurface.
Key words: in situ characterization, land reclamation, radioisotope cone penetration tests, wet density, big clay lumps.
A series of continous cone penetration tests was performed to determine approximate stress distributions with depth along the frustum axis.
A numerical analysis is presented to model the cone penetration test (CPT) tip resistance in layered soil.
Interpretation of the cone penetration test in sands is generally based on empirical calibrations from tests in large-diameter calibration chambers.