Wyniki wyszukiwania - BazTech

1

Ocena zanieczyszczenia terenów pod budownictwo

Traczyński Krzysztof

Materiały Budowlane

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2019

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nr 6

74--75

2

Microcracks in granitoids of the Aldan shield and its еffect on mechanical properties

Efremov V.V.

Geology, Geophysics and Environment

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2015

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Vol. 41, no. 1

75

EN

Rock jointing is a ubiquitous feature of rocks. Joints are formed at the moment of rock creation and also later in response to e.g. tectonic stress or uplift. In engineering geology the intensity of jointing is a particular measure of rock quality, as it largely defines the mechanical properties of rocks i.e. in respect to its suitability as building ground.Archean granites of the Elkon deposit, situated in the Aldan shield (South Yakutia, Russia), where chosen as the object of research. Microcracks of petrogenetic (formed due to magma cooling and crystallization) and tectonic origin have been observed in the rocks and the main goal was to analyze t he ef fect of microcracks on rock strength and deformation. Density, porosity, uniaxial compressive strength and elastic modulus of the rocks were determined according to standard approaches (Sergeev 1984). Elastic constants were determined with two methods: 1) calculated from the measured wave velocities and the bulk density (dynamic testing), and 2) unconfined compressive loading and stressstrain curve (static testing). Micro jointing has been explored by various research methods, such as: 1) macroscopic description of polished microsections, 2) examination of polished microsections with reflected light optical microscopy, 3) examination of polished microsections with fluorescent luminophore saturation. Acquired images of polished microsections were used to calculate the joint hollowness coefficient. It was calculated as a ratio between square of joints and total square of polished section. According to the joint hollowness coefficient rock samples were classified as moderately and intensely jointed. It was observed, that the higher joining rate, the lower ultimate uniaxial compressive strength. This tendency is controlled by t he presence of sliding surfaces which were formed due to tectonic movement and also microfractures in crystals. The elastic modulus also decreases with an increase of the rock jointing rate. It should be noted, that dynamic elastic modulus is higher than the static by 2.5–3 times. The effect of rock jointing on the dynamic elastic modulus is explained by the abundance of open cracks – in the case of the open cracks shear-waves attenuate and primary waves slow down considerably. For the statistic elastic modulus, the loading of the sample leads to the closing of rock joint surfaces, thus increasing the inelastic (residual) strain component. Residual strain displayed inversely proportional dependence with uniaxial compressive strength.

3

Ocena infiltracji radonu z podłoża budynku i jego ekshalacji z obudowy w pomieszczeniu zamkniętym

Dohojda M.

Zeszyty Naukowe. Budownictwo / Politechnika Śląska

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2003

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z. 101

103-110

PL

W referacie przedstawiono koncepcję prognozowania średniego rocznego stężenia radonu w powietrzu pomieszczenia zamkniętego, przy znanych wartościach wydajności źródła radonu (infiltracja z podłoża) i współczynnika ekshalacji z materiałów zastosowanych w budynku.

EN

This paper deals with the concept of prognosis of the mean annual indoor radon concentration for given values of radon source output (infiltration from the ground) and exhalation coefficient from materials used in building.

4

Parametry wytrzymałościowe odpadów powęglowych w świetle badań laboratoryjnych prowadzonych na aparaturze średniowymiarowej

Gruchot A. T.

Przegląd Naukowy Inżynieria i Kształtowanie Środowiska

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2001

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Vol. 10, No. 1

19--27

EN

In the paper the results of investigations on shearing strength of colliery spoils are presented. Tests were carried out using triaxial and shear box apparatuses on the material passing by sieve 40 mm. The samples teste dintriaxial apparatus had dimensions of 15,0 cm in diameter and 30,0 cm in height. Shearing strength parameters were determined for total and effective stresses using differential shearing criteria. Direct shear tests carried out in shear box apparat s at sample dimensions of 30,0 x 30,0 x 13,6 cm. The normal stresses applied were of 100-600 kPa. It can be concluded that results obtained from triaxial apparatus for effective stresses give higher angle of internal friction and lower cohesion than those obtained from shear box tests. More over the comparison between shearing strength parameters obtained using differential shearing criteria was made and the most proper was suggested.