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Primerjava postopkov meritev nedrenirane strižne trdnosti : diplomska naloga
Češarek, Miha (Author), Petkovšek, Ana (Mentor) More about this mentor... This link opens in a new window, Dolšek, Matjaž (Thesis defence commission member), Maher, Tomaž (Thesis defence commission member)

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Abstract
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.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, nedrenirana strižna trdnost, laboratorijske preiskave, glina, krilna sonda, konus, enoosna tlačna trdnost
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2017
Publisher:[M. Češarek]
Number of pages:XIII, 34 str., [5] str. pril.
UDC:624.131(043.2)
COBISS.SI-ID:7952225 Link is opened in a new window
Views:875
Downloads:431
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Secondary language

Language:English
Title:Comparisson of test methods for measuring the undrained shear strength
Abstract:
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.

Keywords:civil engineering, graduation thesis, undrained shear strength, laboratory test, clay, vane shear probe, cone penetrometer probe, uniaxial compressive strength

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