Zobrazeno 1 - 4
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pro vyhledávání: '"Mindaugas Mikolainis"'
Publikováno v:
Engineering Structures and Technologies, Vol 8, Iss 2 (2016)
This article summarises dynamic deformation modulus correlation with second reload of static plate load test results for an even thickness soil strata layer. An analysis of execution and result interpretation of both static deformation modulus and dy
Externí odkaz:
https://doaj.org/article/c3d8394175e446f0a55b926747d1af4c
Publikováno v:
Procedia Engineering. 172:1053-1058
Repeated-variable external effects must be properly evaluated when solving many geotechnical engineering problems. Cyclic loads of different intensities is caused by technological and environmental effects, e.g. traffic, industrial machinery, wind, w
Publikováno v:
Procedia Engineering. 172:715-722
Very often the numerical simulations are based on full scale instrumented and small scale model pile tests. Most of the parameters necessary for modeling of full scale piles is usually derived from in situ tests profiles. This common practice generat
Publikováno v:
Engineering Structures and Technologies, Vol 8, Iss 2 (2016)
Engineering Structures and Technologies; Vol 8 No 2 (2016); 79-84
Engineering Structures and Technologies; Vol 8 No 2 (2016); 79-84
This article summarises dynamic deformation modulus correlation with second reload of static plate load test results for an even thickness soil strata layer. An analysis of execution and result interpretation of both static deformation modulus and dy