20.500.12556/RUL-88999
Primerjava postopkov meritev nedrenirane strižne trdnosti
diplomska naloga
Comparisson of test methods for measuring the undrained shear strength
Izvleček Pri hitrem obremenjevanju glinastih zemljin se zaradi majhne prepustnosti, voda ne izceja iz pornega prostora. Zato porušitev nastopi v pogojih t.i. nedreniranega stanja oziroma v pogojih totalnih napetosti. Za preiskovanje nedrenirane strižne trdnosti zemljin uporabljamo terenske in laboratorijske preiskave. V tej nalogi smo preiskovali nedrenirano trdnost morske gline - refula iz Luke Koper ter konvencionalnega bentonita z uporabo treh metod: krilne sonde, konusa in tlačne trdnosti. Rezultate smo primerjali in analizirali skladnost rezultatov ter prednosti in pomanjkljivosti uporabljenih metod.
Abstract When pressure is applied to the saturated clay, the clay will not let the water out immediately due to low porousness. Thus the failure occurs in the so called undrained state. For measuring the undrained shear strength we use field and laboratory tests. In this graduation thesis we investigate the undrained strength of the dredged mud from the Port of Koper and bentonite by using three different methods: the vane shear probe, the cone penetrometer probe and the uniaxial compressive strength. We analyse and compare results, as well as the advantages and disadvantages of the methods used.
gradbeništvo
diplomska naloga
nedrenirana strižna trdnost
laboratorijske preiskave
glina
krilna sonda
konus
enoosna tlačna trdnost
civil engineering
graduation thesis
undrained shear strength
laboratory test
clay
vane shear probe
cone penetrometer probe
uniaxial compressive strength
true
false
false
[M. Češarek]
Slovenski jezik
Angleški jezik
Diplomsko delo/naloga
2017-02-05 07:15:20
2017-02-05 07:15:24
2022-12-16 15:38:15
0000-00-00 00:00:00
2017
0
Ljubljana
2017
Ljubljana
XIII, 34 str., [5] str. pril.
0000-00-00
NiDoloceno
NiDoloceno
NiDoloceno
0000-00-00
0000-00-00
0000-00-00
624.131(043.2)
7952225
248.pdf
248.pdf
1
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7fc91ec65c38ecf31d661a2f2c817dc91564e297acb7198e4bb1d6de58ebcfae
d30650cc-a1b1-11eb-a523-00155dcfd717
20.500.12556/rul/c6cfaf1a-57af-4b95-9502-05136890c8e0
https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=92586
Fakulteta za gradbeništvo in geodezijo
0
0
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