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Tytuł:
Efficiency of wastewater purification in medium sand with a lightweight expanded clay aggregate assisting layer
Autorzy:
Kalenik, Marek
Wichowski, Piotr
Chalecki, Marek
Kiczko, Adam
Powiązania:
https://bibliotekanauki.pl/articles/27312642.pdf
Data publikacji:
2023
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
domestic wastewater infiltration drainage
domestic wastewater purification
individual wastewater treatment plant
individual WWTP
lightweight expanded clay aggregate
LECA
soil bed
Opis:
The objective of this experimental study was to examine whether an assisting layer of lightweight expanded clay aggregate (LECA) of the granulation 1-4 mm, introduced into a subsoil, is able to improve an efficiency of removal of total nitrogen and total phosphorus from domestic wastewater. In the investigations, an assisting 0.10 and 0.20 m thick LECA layer was applied. It has been observed that the effectiveness of removal of total suspended solids (TSS), total nitrogen and total phosphorus from wastewater as well as the level of biochemical oxygen demand (BOD5 ) and chemical oxygen demand (COD) is in accordance with the Polish standards on wastewater disposal into grounds and surface water. The performed experiments showed that the effectiveness of raw wastewater purification for the medium sand soil bed with the 0.20 m thick assisting LECA layer is higher than for the 0.10 m thick assisting layer. In the medium sand soil bed with the 0.20 m thick assisting LECA layer, the removal efficiency regarding total nitrogen increased by 20.6%, total phosphorus by 5.2%, ammonium nitrogen by 8.8% and TSS by 5.3%, and reduction efficiency regarding BOD5 increased by 1.7% and COD by 2.3% with relation to the 0.10 m thick assisting LECA layer (all percentages - in average). The results of the experiment showed that the LECA with the granulation 1-4 mm can be used to assist in removal of total nitrogen and total phosphorus from wastewater with application of infiltration drainage.
Źródło:
Journal of Water and Land Development; 2023, 57; 30--38
1429-7426
2083-4535
Pojawia się w:
Journal of Water and Land Development
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of suction on the mechanical behaviour of unsaturated compacted clay-sand mixtures
Autorzy:
Bouchemella, Salima
Taibi, Said
Powiązania:
https://bibliotekanauki.pl/articles/2172880.pdf
Data publikacji:
2022
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
suction
unsaturated soil
clay-sand mixture
unconfined compression strength
strain secant modulus
wetting-drying path
Opis:
In this work, a series of unconfined compression tests at different water contents were performed to investigate the mechanical behaviour of clay–sand mixtures compacted in standard Proctor conditions. For studying the effect of water content and suction on unconfined compressive strength (UCS) and on strain secant modulus (E50 modulus) of these mixtures, drying–wetting paths were defined by measuring the soil–water characteristic curves (SWCCs) using osmotic and salt solution techniques and filter paper method. The results highlighted that an increase in sand content of the mixture leads to an increase in the maximum dry densities and a decrease in the optimum water content of the materials. However, at the given state, when clay is mixed with 25% of sand, the UCS and E50 modulus increase to 37% and 70%, respectively, compared to those of clayey samples. But when clay is mixed with 50% of sand, the UCS and E50 modulus decrease to 38% and 46%, respectively, compared to those of clayey samples. The results also indicate that the UCS and E50 increase with a decrease in the water content and an increase in suction, irrespective of the sand content.
Źródło:
Studia Geotechnica et Mechanica; 2022, 44, 3; 175--189
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Porównanie wyników badania sondą krzyżakową i penetrometrem tłoczkowym jako przykład lokalnych zależności korelacyjnych
Comparison of the results of field vane tests and pocket penetrometer tests as an example of local correlations
Autorzy:
Bardel, Tomasz
Powiązania:
https://bibliotekanauki.pl/articles/29521111.pdf
Data publikacji:
2022
Wydawca:
Akademia Tarnowska
Tematy:
parametry geotechniczne gruntów
wytrzymałość na ścinanie bez odpływu
stopień plastyczności
gliny zwałowe
mady gliniaste
Tarnów
geotechnical parameters of the soil
degree of plasticity
boulder clay
clayey alluvium
Opis:
Badania polowe i laboratoryjne gruntów dostarczają dużą ilość danych, jednak większość z nich stanowią parametry pomierzone, które z wykorzystaniem różnych wzorów i korelacji przelicza się na parametry wykorzystywane do projektowania. Stosowanie ogólnych korelacji do ich przeliczania nie zawsze prowadzi do uzyskania kompatybilnych wartości, dlatego pożądane jest poszukiwanie lokalnych zależności korelacyjnych. W niniejszym artykule przedstawiono zależność korelacyjną pomiędzy wytrzymałością na ścinanie bez odpływu uzyskiwaną z sondy krzyżakowej FVT i penetrometru tłoczkowego dla glin zwałowych rejonu Tarnowa. Na podstawie tej korelacji opracowano krzywą zależności oporu wcisku penetrometru tłoczkowego i stopnia plastyczności. Korelację tę wykorzystano następnie przy badaniu mad gliniastych doliny Dunajca, uzyskując wysokie wartości współczynnika korelacji. Otrzymane wyniki potwierdzają przydatność penetrometru tłoczkowego jako metody szybkiego określania wytrzymałości na ścinanie bez odpływu oraz stopnia plastyczności.
Field and laboratory tests of soils provide a large amount of data, but most of them are measured parameters, which are converted by various formulas and correlations into parameters used for design. General correlations does not always lead to obtaining compatible values, therefore it is desirable to search for local correlations. This article presents the correlation between the undrained shear strength from the field vane tests (FVT) and the pocket penetrometer for tills in the Tarnów region. On the basis of this correlation, a dependence curve of the unconfined compressive strength measured by pocket penetrometer and the liquidity index was developed. This correlation was then used of river’s clay muds in the Dunajec valley. The high values of the correlation coefficient were obtained. The results confirm the usefulness of the pocket penetrometer as a method of quick determination of the undrained shear strength and liquidity index.
Źródło:
Science, Technology and Innovation; 2022, 16, 3-4; 20-27
2544-9125
Pojawia się w:
Science, Technology and Innovation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Settlement Analysis of a Sandy Clay Soil Reinforced with Stone Columns
Autorzy:
Boru, Yada Tesfaye
Negesa, Adamu Beyene
Scaringi, Gianvito
Puła, Wojciech
Powiązania:
https://bibliotekanauki.pl/articles/2172889.pdf
Data publikacji:
2022
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
stone column
sandy clay soil
excavation replacement method
settlement
hardening soil model
Opis:
Mat foundations are most typically used in locations featuring weak soils such as soft clays and silts, particularly when building in demanding geotechnical conditions. Because of their poor engineering characteristics and significant difficulties associated with workability, these soils are often removed or avoided by excavating down to a specific depth. However, if thick layers are present, their removal becomes unpractical, costly, and creates inconvenience during construction. To overcome this issue, various reinforcement strategies can be adopted. In this study, the use of stone columns under mat foundations was investigated via numerical modeling. Two scenarios were compared: one in which stone columns were installed without any soil removal and another in which a layer of soft ground was removed and the foundation was installed without any ground treatment. Numerical results showed the clear beneficial effect of stone columns, which can significantly reduce settlements even in the presence of a thick deformable soil layer.
Źródło:
Studia Geotechnica et Mechanica; 2022, 44, 4; 333--342
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Sandy Soil Reclamation Using Biochar and Clay-Rich Soil
Autorzy:
Thi, Diep Pham
Hang, Nga Nguyen Thi
Viet, On Tran
Van, Loc Nguyen
Viet, Anh Nguyen
Lan, Phuong Dinh Thi
Van, Nguyen Vu
Powiązania:
https://bibliotekanauki.pl/articles/1838287.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
sandy soil
biochar
clay-rich soil
physical properties
chemical properties
Opis:
The investigations on the effects of biochar application in improving the physio-chemical properties of soil have been carried out in many studies; however, there are very few studies on the combined use of both biochar and clay-rich soil for poor nutrient soil reclamation. Therefore, this study demonstrates improved water retention and nutrient retention of sandy soil by using biochar and biochar combined with clay-rich soil. The experiments were conducted on a small scale (greenhouse) with nine different application rates of biochar and clay-rich soil were mixed and then cultivated peanut, along with the drip irrigation technique using field moisture limit (about 70-80%) was applied under the condition of ensuring a sufficient supply of NPK for plant’s growth. The results showed that at the rates from 10.0-15.0% (w/w) clay-rich soil mixed with from 0.5-1.5% (w/w) of biochar applied to the tested sandy soil resulted in the positive effects on soil water holding, bulk density, permeability, pH, CEC, OM, total N, total P and peanut yield. The physical and chemical characteristics of the tested sandy soil have been improved by time and the application rate of 10.0% clay-rich soil and 0.5% biochar had the highest efficiency of pod fresh weight and pod dry weight during three studied seasons.
Źródło:
Journal of Ecological Engineering; 2021, 22, 6; 26-35
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Sandy Soil Reclamation Using Biochar and Clay-Rich Soil
Autorzy:
Thi, Diep Pham
Hang, Nga Nguyen Thi
Viet, On Tran
Van, Loc Nguyen
Viet, Anh Nguyen
Lan, Phuong Dinh Thi
Van, Nguyen Vu
Powiązania:
https://bibliotekanauki.pl/articles/1838394.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
sandy soil
biochar
clay-rich soil
physical properties
chemical properties
Opis:
The investigations on the effects of biochar application in improving the physio-chemical properties of soil have been carried out in many studies; however, there are very few studies on the combined use of both biochar and clay-rich soil for poor nutrient soil reclamation. Therefore, this study demonstrates improved water retention and nutrient retention of sandy soil by using biochar and biochar combined with clay-rich soil. The experiments were conducted on a small scale (greenhouse) with nine different application rates of biochar and clay-rich soil were mixed and then cultivated peanut, along with the drip irrigation technique using field moisture limit (about 70-80%) was applied under the condition of ensuring a sufficient supply of NPK for plant’s growth. The results showed that at the rates from 10.0-15.0% (w/w) clay-rich soil mixed with from 0.5-1.5% (w/w) of biochar applied to the tested sandy soil resulted in the positive effects on soil water holding, bulk density, permeability, pH, CEC, OM, total N, total P and peanut yield. The physical and chemical characteristics of the tested sandy soil have been improved by time and the application rate of 10.0% clay-rich soil and 0.5% biochar had the highest efficiency of pod fresh weight and pod dry weight during three studied seasons.
Źródło:
Journal of Ecological Engineering; 2021, 22, 6; 26-35
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Subsoil compaction of a clay soil in South-East Norway and its amelioration after 5 years
Autorzy:
Seehusen, T.
Mordhorst, A.
Riggert, R.
Fleige, H.
Horn, R.
Riley, H.
Powiązania:
https://bibliotekanauki.pl/articles/2083086.pdf
Data publikacji:
2021
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
soil compaction
multiple wheel impact
clay
soil
structural regeneration
minimum tillage
conventional tillage
Opis:
The main objective was to evaluate to what extent subsoil compaction on an arable clay soil (Stagnosol (Drainic)) may be alleviated after 5 years under the climate conditions in South-East Norway. Therefore, field plots which had been ploughed and under minimum tillage were compacted through wheel impact (10x) with a 6.6 Mg wheel load. Samples were taken from the ‘compacted’ and ‘non-compacted reference’ treatments at depths of 40 and 60 cm both before and directly after compaction and again 5 years later. The soil physical parameters revealed that pre-compression stress, bulk density, air capacity, air conductivity and saturated hydraulic conductivity at depths of 40 and 60 cm were impaired by compaction, especially under ploughed. After 5 years, bulk density and pre-compression stress remained almost unchanged, while air capacity, air conductivity and saturated hydraulic conductivity had increased at both the 40 and 60 cm depth on both plots as compared to the compacted state and to R for the most part, indicating the recovery of the soil structure in the subsoil. The compaction status evaluated by the ‘compaction verification tool’ indicates the relative reduction of ‘harmful soil compaction’ (after wheel impact) with a change towards ‘slightly harmful compaction’ for the most part with an as yet limited saturated hydraulic conductivity at both depths after 5 years.
Źródło:
International Agrophysics; 2021, 35, 2; 145-157
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
3D Numerical Modeling of Large Piled-Raft Foundation on Clayey Soils for Different Loadings and Pile-Raft Configurations
Autorzy:
Mali, Shivanand
Singh, Baleshwar
Powiązania:
https://bibliotekanauki.pl/articles/178593.pdf
Data publikacji:
2020
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
piled raft
numerical modeling
clay soil
load configuration
pile-raft configurations
Opis:
In a piled-raft foundation, the interaction between structural elements and soil continuum can be simulated very precisely by numerical modeling. In the present study, 3D finite element model has been used to examine the settlement, load-sharing, bending moment, and shear force behavior of piled-raft foundation on different soil profiles for different load configurations and pile-raft configurations (PRCs). The model incorporates the pile-to-soil and raft-to-soil interactions by means of interface elements. The effect of parameters such as pile spacing and raft thickness are also studied. For any soil profile, larger pile spacing is observed to be more efficient in reducing the average settlement and enhancing the load-sharing coefficient. The smaller pile spacing is observed to be efficient in reducing the differential settlement. For any soil profile, the behavior of piled-raft foundation is significantly affected by the PRCs and load configurations. Furthermore, the raft thickness has significant effect on settlement, bending moment, and shears force. Thus, the results of the present study can be used as guidelines for analyzing and designing large piled-raft foundation.
Źródło:
Studia Geotechnica et Mechanica; 2020, 42, 1; 1-17
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Electrical resistivity tomography for spatiotemporal variations of soil moisture in a precision irrigation experiment
Autorzy:
Mertzanides, Y.
Tsakmakis, I.
Kargiotis, E.
Sylaios, G.
Powiązania:
https://bibliotekanauki.pl/articles/2082914.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
electrical resistivity tomography
non-intrusive
soil measurements
soil moisture determination
heterogeneous
clay-rich soils
water-saving technology
Opis:
Soil moisture temporal variations play a key role in the hydrological processes occurring in the unsaturated zone, which are critical for annual crop yields. The electrical resistivity tomography technique was applied in a field cultivated with cotton in northern Greece, thereby investigating its potential to serve as a reliable soil moisture-monitoring tool for precision irrigation in highly heterogeneous, clay-rich soils. Repeated surface resistivity measurements were made along two plant lines combined with soil water content measurements conducted with a reference gravimetric method and an electromagnetic sensor. Resistivity pseudo-sections were inverted to produce 2D resistivity models, and time-lapse inversion algorithms were also used, to better calculate the temporal changes in subsurface soil resistivity. The results showed clear spatial and temporal changes in resistivity transects in accordance with rainfall/irrigation and dry periods. The soil resistivity data exhibited a power model relationship with gravimetric soil moisture point measurements and a fair correlation with electromagnetic sensor profiles.
Źródło:
International Agrophysics; 2020, 34, 3; 309-319
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Microstructural changes of expansive clays during dehydration caused by suction pressure - a case study of Miocene to Pliocene clays from Warsaw (Poland)
Autorzy:
Wójcik, Emilia
Trzciński, Jerzy
Łądkiewicz-Krochmal, Katarzyna
Powiązania:
https://bibliotekanauki.pl/articles/139432.pdf
Data publikacji:
2019
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
clay pastes
quantitative image analysis
pore space
soil-water curve
pasty gliniane
analiza ilościowa obrazów
rozkład porów
gleba
woda
Opis:
This paper presents the qualitative and quantitative characteristics of microstructures of Neogene clays from Warsaw, Poland. Scanning Electron Microscope (SEM) studies were used for the microstructural analysis of natural clays and clay pastes. Qualitative microstructural changes were observed: from a honeycomb microstructure for the initial clay paste to a turbulent microstructure for the dried paste. It was also noticed that water loss caused by the increase of the suction pressure had a significant impact on the microstructural transformations. Significant changes in the quantitative values of the pore space parameters were also observed. Increase of suction pressure and water loss caused a decrease in porosity and changes in the values of morphometric parameters, such as pore distribution; for example, a significant increase of the number of pores of 0−10 μm size and changes in the geometric parameters of the pore space were noticed with the increase of suction pressure. The pore space with larger isometric pores was modified into a pore space with the dominance of small anisometric and fissure-like pores. The increased degree of anisotropy from a poorly-oriented to a highly-oriented microstructure was also observed. After rapid shrinkage the reduction in the number of pores, maximum pore diameter, and total pore perimeter was recorded. The process of rapid water loss induced the closure of very small pores. A similar effect was observed during the increase of the suction pressure, where the closure of pore space of the clay pastes was observed very clearly.
Źródło:
Acta Geologica Polonica; 2019, 69, 3; 465-488
0001-5709
Pojawia się w:
Acta Geologica Polonica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Removing Heavy Metals through Different Types of Soils and Marble Powder found in Oman
Autorzy:
Wazwaz, Aref
Al-Salaymeh, Ahmed
Khan, Mohd Shariq
Powiązania:
https://bibliotekanauki.pl/articles/124676.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
adsorption
potable water
silty soil
sandy soil
clay soil
marble powder
heavy metals removal
Opis:
In this research, adsorption followed by filtration was used for removing heavy metals (Cu, Zn, Mn, and Cr) from the polluted water. Three types of soils (silty, sandy and clay) and three types of marble powder (pure, impure, marble-granite mix) were used as an adsorbent. The soil and marble samples were collected from different regions of Oman. The maximum adsorption obtained was 96.01% for Zn using pure marble powder and the minimum adsorption obtained was 6.70% for Mn using impure marble powder. Through different soils, the maximum adsorption of 88.61% was achieved for Zn using clay and the lowest one is for Cr 16.51% using silty soil. The results suggest that among the marble powders, the pure ones show the maximum (96.01% for Zn) and marble-granite show the minimum (Mn 6.70%) adsorption performance. Among the adsorbents, Zn is the best adsorbate (96.01%) while the worst among the group is Mn, which merely adsorbed 6.70% with the selected adsorbents.
Źródło:
Journal of Ecological Engineering; 2019, 20, 4; 136-142
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Visible and near-infrared spectroscopy in Poland: from the beginning to the Polish Soil Spectral Library
Autorzy:
Debaene, Guillaume
Powiązania:
https://bibliotekanauki.pl/articles/2148521.pdf
Data publikacji:
2019-06-30
Wydawca:
Instytut Uprawy Nawożenia i Gleboznawstwa – Państwowy Instytut Badawczy
Tematy:
Visible and near-infrared spectroscopy
soil spectral library
soil organic carbon
clay content
Opis:
Worldwide, there is a growing interest in the use of vi-sible and near-infrared spectroscopy (VIS-NIRS) to characterise soils. The method is largely used in the agricultural (foods and cereals) sector but is only in the research phase for soil analysis despite the fact that it is a suitable tool for precision agriculture. A quick search at the Web of Science (WoS) Core Collection con-firmed that the method, although very popular in different fields of research, is still new within soils studies in Poland. Furthermo-re, the method only occasionally involved arable soils. This paper briefly describes how VIS-NIRS is used in Poland and demon-strates with a few examples the main advantages of the method over classical analytical method for mineral soil analysis. As an illustration of the method potential, soil organic carbon (SOC) and clay content were predicted using partial least-square (PLS) regression at field and national scale. The models were robust at field scale and revealed a high agreement between measured and predicted values with e.g. r2 = 0.65 and RMSEv = 0.11% for SOC. Prediction results at national scale are promising but less robust. VIS-NIRS is a suitable technique to estimate several soil proper-ties at different scales and at a relatively low cost.
Źródło:
Polish Journal of Agronomy; 2019, 37; 3-10
2081-2787
Pojawia się w:
Polish Journal of Agronomy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Impact of monovalent cations on soil structure. Part I. Results of an Iranian soil
Autorzy:
Farahani, Elham
Emami, Hojat
Keller, Thomas
Fotovat, Amir
Khorassani, Reza
Powiązania:
https://bibliotekanauki.pl/articles/972451.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
aggregate stability
dispersible clay
potassium
soil pore size
water retention
Opis:
This study investigated the impact of monovalent cations on clay dispersion, aggregate stability, soil pore size distribution, and saturated hydraulic conductivity on agricultural soil in Iran. The soil was incubated with treatment solutions containing different concentrations (0-54.4 mmol l-1) of potassium and sodium cations. The treatment solutions included two levels of electrical conductivity (EC=3 or 6 dS m-1) and six K:Na ratios per electrical conductivity level. At both electrical conductivity levels, spontaneously dispersible clay increased with increasing K concentration, and with increasing K:Na ratio. A negative linear relationship between percentage of water-stable aggregates and spontaneously dispersible clay was observed. Clay dispersion generally reduced the mean pore size, presumably due to clogging of pores, resulting in increased water retention. At both electrical conductivity levels, hydraulic conductivity increased with increasing exchangeable potassium percentage at low exchangeable potassium percentage values, but decreased with further increases in exchangeable potassium percentage at higher exchangeable potassium percentage. This is in agreement with earlier studies, but seems in conflict with our data showing increasing spontaneously dispersible clay with increasing exchangeable potassium percentage. Our findings show that clay dispersion increased with increasing K concentration and increasing K:Na ratio, demonstrating that K can have negative impacts on soil structure.
Źródło:
International Agrophysics; 2018, 32, 1
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Onion crop response to regulated deficit irrigation under mulching in dry Mediterranean region
Autorzy:
Mubarak, I.
Hamdan, A.
Powiązania:
https://bibliotekanauki.pl/articles/2155.pdf
Data publikacji:
2018
Wydawca:
Instytut Ogrodnictwa
Tematy:
onion
bulb
yield
water productivity
clay loam soil
soil cover
irrigation level
straw mulching
dry matter
Mediterranean region
Źródło:
Journal of Horticultural Research; 2018, 26, 1
2300-5009
Pojawia się w:
Journal of Horticultural Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The value of plasticity index (Ip) and liquidity index (IL) of North Polish ablation boulder clays and varved clays depending of the method of its determination
Autorzy:
Krawczyk, D.
Flieger-Szymanska, M.
Powiązania:
https://bibliotekanauki.pl/articles/886803.pdf
Data publikacji:
2018
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
plasticity index
liquidity index
geotechnical parameter
cohesive soil
Northern Poland
boulder clay
varved clay
determination
cone penetrometer test
Casagrande apparatus
Źródło:
Scientific Review Engineering and Environmental Sciences; 2018, 27, 2[80]
1732-9353
Pojawia się w:
Scientific Review Engineering and Environmental Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 56

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