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Wyświetlanie 1-11 z 11
Tytuł:
Ciśnienie hydrostatyczne w oceanach przyczyną dryfu płyt tektonicznych i przyczyną trzęsień Ziemi? Hipoteza klinów hydrostatycznych
Hydrostatic pressure in the oceans as the cause of tectonic plate drift and earthquakes? A hypothesis of hydrostatic wedges
Autorzy:
Wyciszczok, S.
Powiązania:
https://bibliotekanauki.pl/articles/2075346.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
płyty tektoniczne
trzęsienia ziemi
ciśnienie hydrostatyczne
pęknięcia w litosferze
plate tectonics
earthquakes
hydrostatic pressure
cracks in lithosphere
Opis:
The article presents the likely cause of cracks in the continental and oceanic lithospheric plates, and the probable causes of earthquakes initiating Earth’s speed changes. As the root cause of one of the earthquakes, the author adopts a rotational speed of the globe (reasons: changes of the ocean level, convection currents, or a change in the ice cover) causing the formation of small d’Alambert’s forces with a latitudinal direction, which affect the tectonic plates. The author shows that there is a natural amplifier in the lithosphere, which converts the small d’Alambert’s forces into forces capable of moving tectonic plates on the asthenosphere. The energy to produce the drift of tectonic plates comes from the potential energy of water column in the oceans and some lakes. Thus, the author also explains where the continent-moving forces come from, unlike AlfredWegener who was not able tounravelthis. It should be emphasized that the earthquake in 2011 (Fukushima) occurred during theEarth’s speed change. Current hypotheses should be re-examined and the reason for tectonic plate drift should be re-considered taking into account the hydrostatic pressure – a factor influencing the water column in the oceans and some lakes, and affecting the change in rotation speed of the Earth. The author believes that it is appropriate to carry out work to identify a close relationship between the changes in the Earth’s speed and earthquakes initiated by these changes, which would allow to forecast some earthquakes.
Źródło:
Przegląd Geologiczny; 2015, 63, 8; 449--453
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Zmiany mikrostrukturalne past gruntowych pod wpływem ciśnienia ssania
Microstructural changes in remoulded specimens due to suction pressure
Autorzy:
Wójcik, E.
Trzciński, J.
Łądkiewicz, K.
Powiązania:
https://bibliotekanauki.pl/articles/2075002.pdf
Data publikacji:
2013
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
microstructure
pore space
Neogene clay
suction pressure
mikrostruktura
przestrzeń porowa
iły neogeńskie
ciśnienie ssania
Opis:
This paper presents an issue of microstructural changes in clay soils during the water loss due to increase of suction pressure. The change of microstructure affects the geological engineering properties of soils causes problems with the foundation of buildings. The volumetric changes of cohesive soils, containing significant amounts of clay minerals from the smectite group, are caused by a variable water content in soil. The phenomenon of the moisture change significantly alters the geological engineering properties of these soils as a result of shrinking and swelling. This paper aims at presenting the microstructural changes in remoulded specimens of Neogene clays caused by loss of moisture due to suction pressure. The scientific examination involved quantitative analyses of the microstructure using scanning electron microscopy (SEM) to study pore space details of remoulded specimens. Tested samples from selected levels of the Neogene clays (Poznan Series) were collected from the Warsaw-Stegny area. Samples were taken from a research polygon for these clay soils. The basic geological engineering properties of clay soils and remoulded specimens have been examined after being prepared according to strictly defined procedures. Through successive stages of the suction pressure (from 50 to 1600 kPa), the samples underwent the process of loss of moisture. Application of a novel method of sample preparation procedure for remoulded specimens allowed examining structurally homogeneous soils and obtaining results without an effect of material anisotropy. The qualitative and quantitative analysis of soil microstructures were performed using SEM and STIMAN software for quantitative images processing. The analysis allowed determination of the number of geometric and morphometric parameters of the microstructure with high accuracy. Based on this study, significant qualitative and quantitative changes in loss of moisture due to suction pressure in the process of remoulded specimens were noted along with changes in the microstructure and pore space of clay soils. The obtained results showed the effect of successive stages of "closing" of the structure of cohesive soils. Microstructural changes have a significant influence on the values of clay soil properties during the shrinkage and swelling process, which are caused by changes in the water content.
Źródło:
Przegląd Geologiczny; 2013, 61, 1; 74--82
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ściśliwość wybranych gruntów drobnoziarnistych z centralnej Polski w warunkach stałego przyrostu obciążenia
Compressibility of fine-grained soils from central Poland during constant rate of loading tests
Autorzy:
Stajszczak, Piotr
Powiązania:
https://bibliotekanauki.pl/articles/2087068.pdf
Data publikacji:
2022
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
Test CRL
ściśliwość
grunty spoiste
ciśnienie porowe
CRL test
compressibility
cohesive soils
pore pressure
Opis:
The article presents the results of CRL research on Mio-Pliocene clay and glacial till. The research has shown that the compressibility of fine-grained soils during a constant rate of loading tests depends on the physical properties of the soil and the adopted loading velocity. The research made it possible to determine the role of pore pressure in shaping the values of parameters describing the compressibility of cohesive soils.
Źródło:
Przegląd Geologiczny; 2022, 70, 7; 503--512
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Porównanie właściwości ekspansywnych iłów neogeńskich z Mazowsza
Comparison of expansive properties of Neogene clays from the Mazovia region
Autorzy:
Gawriuczenkow, I.
Wójcik, E.
Powiązania:
https://bibliotekanauki.pl/articles/2075056.pdf
Data publikacji:
2013
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
expansion
Neogene (Mio-Pliocene) clay
swelling pressure
mineral composition
clay fraction
ekspansywność
iły neogeńskie
ciśnienie pęcznienia
skład mineralny
zawartość frakcji iłowej
Opis:
Development of building projects in the Mazovia region causes the risk of their location on the soils of specific expansive properties. These properties, expressed as swelling or shrinkage, are a serious engineering problem. Many methods are used for the evaluation ofexpansiveness; both direct and indirect test methods are used. Tests were performed on clays from the areas of Warsaw, Dobre near Mińsk Mazowiecki and Mszczonów. Comparative analysis of expansive properties of Neogene clays is based on the results of laboratory tests of mineral composition, grain size distribution, moisture content, free swelling and swelling pressure. The tests have shown that the expansive properties ofclays from the Mazowsze region can have extremely high values, which causes the needfor individual determination of potential expan-siveness for different types of clays, depending on moisture content, swelling pressure and chemistry of the environment.
Źródło:
Przegląd Geologiczny; 2013, 61, 4; 243--247
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ocena doświadczalnych rozkładów ciśnienia porowego w badaniach konsolidometrycznych typu CL
The assessment of pore pressure experimental distributions during continuous loading (CL) consolidation tests
Autorzy:
Kowalczyk, S.
Powiązania:
https://bibliotekanauki.pl/articles/2074386.pdf
Data publikacji:
2005
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
konsolidacja gruntów
ciśnienie wody w porach
parametr ciśnienia porowego
consolidation
CL consolidation test
variability of pore water pressure
parameter C_CL
Opis:
The pore pressure variations that were obtained during CL consolidation tests are discussed in this paper. The comparative analysis was made on the base of observed changes to confront information on experimen-tal soil behavior with theoretical solutions of the primary (filtration) consolidation process. On the basis of obtained experimental data, the factors resulting in the incompatibility with the theoretical models, were identified and discussed in this paper. This incompatibility results from degree of saturation, conditions of dispersion of pore water pressure and load rate path.
Źródło:
Przegląd Geologiczny; 2005, 53, 2; 162-167
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wieloletnie zmiany ciśnień piezometrycznych wód podziemnych w wyżynnym subregionie środkowej Wisły
Long-term changes in groundwater piezometric pressures in the upland subregion of the middle Vistula River
Autorzy:
Prażak, Jan
Powiązania:
https://bibliotekanauki.pl/articles/20223317.pdf
Data publikacji:
2023
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
wody gruntowe
ciśnienie piezometryczne
zmiany długoterminowe
wyżyna środkowej Wisły
groundwaters
piezometric pressure
long-term changes
upland of the middle Vistula
Opis:
This report provides insight into long-term changes in the position of groundwater table in the upland subregion of the middle Vistula River based on the research conducted in seven 1st order hydrogeological stations of the national groundwater monitoring network. These changes reveal a clear temporal relationship/trend noted in the vertical profile of aquifers even in conditions of their significant mutual isolation. They have been described as an effect of the phenomenon, but without establishing its measurable causes. The report indicates that the dynamic of groundwater pressure needs further studies and discussion of hydrogeologists dealing with this topic.
Źródło:
Przegląd Geologiczny; 2023, 71, 2; 82-91
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ocena parametrów filtracyjnych iłów warwowych ze stanowiska Plecewice k. Sochaczewa w warunkach in situ
Assessment of permeability parameters of in situ tested varved clays from Plecewice near Sochaczew
Autorzy:
Zawrzykraj, P.
Powiązania:
https://bibliotekanauki.pl/articles/2075674.pdf
Data publikacji:
2017
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
piezometr BAT
dylatometr Marchetti
przewodnictwo hydrauliczne
ciśnienie porowe
dyssypacja
BAT piezometer
Marchetti dilatometer
hydraulic conductivity
pore pressure dissipation
varved clays
Opis:
Vistulian Glaciation ice-dammed lake clays with a varved texture were investigated. The study was focused on numerical determination of horizontal permeability depending on the depth and clay content. Direct assessment of these parameters is a rather complex and time-consuming issue. Therefore, a shortened methodology is offered based on the obtained relationships and the analysis of the dissipation process of excess pore pressure. The studies included mainly in situ tests: Marchetti dilatometer test (DMT) and BAT piezometer test. These methods allowed obtaining the values of the coefficient ofpermeability kh and changeability ofpore pressure u0 in a vertical profile. Investigations included 17 permeability tests using a BAT piezometer and 6 measurements of the coefficient of permeability kh, based on dissipation DMT tests. Results of in situ tests were compared with laboratory test results of the clay content. Values of the horizontal coefficient ofpermeability kh were correlated with the clay content f of varved clays. This relationship shows a high coefficient of correlation. A new formula was also proposed for the prediction of the coefficient of permeability kh in varved clays based on the pore pressure u0 stabilization curve, and thus shortening significantly the process of the coefficient kh determination.
Źródło:
Przegląd Geologiczny; 2017, 65, 9; 587--596
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Oddziaływanie termiczne budynku wielkogabarytowego na wody podziemne w rejonie stacji badawczej Uniwersytetu im. Adama Mickiewicza w Poznaniu
Thermal impact of large-size building on groundwater in the area of Adam Mickiewicz University research station
Autorzy:
Okońska, M.
Oleksiewicz, M.
Marciniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/2075429.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
temperatura
wody podziemne
ciśnienie
oddziaływanie termiczne
Naramowicki Sandr
temperature
groundwater
anthropopressure
thermal impact
Opis:
During the groundwater monitoring in the area of AMU Faculty of Geographical and Geological Sciences research station, increased water temperature in observation wells located in the vicinity of the building has been reported. In the article the thermal impact degree of buildings on groundwater in the research area was determined. For this purpose, (1) the water temperature measurements in various observation wells for 2002–2015 were summarized; (2) the hydraulic conductivity values of the aquifer determined by field method in two periods of building activity were compared; (3) temperature distribution profiles in the selected observation wells were done, and (4) thermography images of the research object were made. There was also calculated the amount of heat Q emitted into the environment by building complex. The study used data from the observation well located inside the WNGiG building.
Źródło:
Przegląd Geologiczny; 2015, 63, 10/2; 985--991
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Zmiany ciśnienia porowego w warunkach stałego wzrostu obciążenia i ich wpływ na konsolidację CL na przykładzie wybranych gruntów spoistych centralnej Polski
Pore pressure changes during consolidation tests with the constant rate of loading and their influence on CL consolidation, as exemplified by selected cohesive soils from central Poland
Autorzy:
Stajszczak, Piotr
Dobak, Paweł
Powiązania:
https://bibliotekanauki.pl/articles/2076153.pdf
Data publikacji:
2021
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
ciśnienie wody w porach
test CRL
konsolidacja CL
grunty spoiste
pore water pressure
CRL test
CL consolidation
cohesive soils
Opis:
The article presents the results of CRL tests of cohesive soils of different origins and grain size compositions. The aim of the work is to investigate the relation between the physical properties of cohesive soil and the course of loading and the nature of pore pressure changes during CL consolidation. The implemented program of laboratory tests confirms the significant role of pore water pressure in the assessment of seepage and consolidation parameters. The CRL research was supplemented by observations in a scanning electron microscope.
Źródło:
Przegląd Geologiczny; 2021, 69, 12; 873--883
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Właściwości mechaniczne iłów zastoiskowych z Wierzbicy k. Serocka w świetle wybranych polowych badań geologiczno-inżynierskich
Mechanical properties of ice-dammed clays from Wierzbica near Serock in the light of selected geological and engineering in situ tests
Autorzy:
Zawrzykraj, P.
Powiązania:
https://bibliotekanauki.pl/articles/2075685.pdf
Data publikacji:
2017
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
iły warwowe
właściwości mechaniczne
sondowanie statyczne
CPT (U)
dylatometr
DMT
presjometr
PBP
ciśnienie
wytrzymałość
badania polowe
analiza statystyczna
varved clays
mechanical properties
static sounding CPT(U)
dilatometer DMT
pressuremeter PBP
yield pressure
compressibility
shear strength
in situ tests
statistical analysis
Opis:
The paper presents the results of geological investigations of ice-dammed clays from Wierzbica near Serock (Central Poland). Physical and mechanical properties of varved clays were determined mainly during in situ tests. Different available equipment and methods were used for determining current geological and engineering conditions. Static tests CPT(U), dilatometer tests (DMT) and pressure meter tests (PBP) were performed and compared. Deformation modulus E, shear strength cu, yield pressure σy, limit pressure pl, and other parameters were evaluated. The selected methods were compared with respect to differences between the obtained results. With the use of statistical methods, the variability of ice-dammed lake sediments is presented. For this reason, the parameters should be carefully estimated. The geological environment is still diverse and difficult to apprehend. Histograms of collected data illustrate distribution of mechanical properties of varved clays from Wierzbica.
Źródło:
Przegląd Geologiczny; 2017, 65, 1; 32--43
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza współzależności stężenia jonów w wodach podziemnych i ciśnienia piezometrycznego w punktach monitoringowych nr 6, 226 i 581 sieci obserwacyjno-badawczej PIG-PIB w wieloleciu 1991–2014
Correlation analysis between ion concentrations in groundwater and potentiometric surface fluctuations at observation points: 6, 226 and 581 of the PGI-NRI monitoring network in years 1991–2014
Autorzy:
Zielińska-Sitkiewicz, M.
Kowalczyk, A.
Powiązania:
https://bibliotekanauki.pl/articles/2075244.pdf
Data publikacji:
2015
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
ciśnienie piezometryczne
parametry chemiczne
wody podziemne
korelacja liniowa
metoda regresji
potentiometric surface fluctuations
chemical groundwater parameters
linear correlation
regression method
Opis:
The aim of the study was to describe how the potentiometric surface fluctuations are able to influence on the concentrations of ions in groundwater. The research based on the data provided by the groundwater monitoring network of the Polish Geological Institute – National Research Institute (PGI-NRI) from the Warta catchment in the period of 24 years of record (1991–2014). In the first stage of analysis the measured concentrations of ions: Cl–, Mg2+, Mn2+, Ca2+, Na+, SO4 2–, K+, HCO3 – were examined in conjunction with the groundwater level fluctuations in 29 monitoring points (in case of confined aquifers “groundwater level” was regarded as the potentiometric surface measured in the hydrogeological borehole). There were found statistically significant correlations between some of the concentrations of analysed ions and the fluctuations of groundwater level. Ions: Mg2+ in the point nr 6 and 226, Cl– and Na+ in the point nr 581 were subjected to further testing because their concentrations showed the strongest linear correlation with the potentiometric surface. In the second stage of study, the classical least-squares regression method was applied to build the linear models for these dependencies. The obtained results show that the fluctuations of potentiometric surface were able to explain from 30 to 56% of the variation of ion concentration.
Źródło:
Przegląd Geologiczny; 2015, 63, 10/2; 1155--1160
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-11 z 11

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