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Wyświetlanie 1-15 z 56
Tytuł:
The Side-Effect of Organic Insecticide Spinosad on Biochemical and Microbiological Properties of Clay Soil
Autorzy:
Telesiński, A.
Michalcewicz, W.
Płatkowski, M.
Stręk, M.
Onyszko, M.
Wiśniewska, J.
Powiązania:
https://bibliotekanauki.pl/articles/123910.pdf
Data publikacji:
2015
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
clay soil
spinosad
soil environment
Opis:
The aim of the study was to determine the effect of spinosad on soil biochemical and microbiological properties. The experiment was carried out on sandy loam with Corg content 10.91 g·kg-l. Spinosad, as Spintor 240 SC was added into soil in dosages: a recommended field dosage, and fivefold, tenfold, and twenty-fivefold higher dosages. The amount of spinosad introduced into soil was between 12.55 and 313.75 g·kg-l. Moreover, soil samples without spinosad supplement were prepared as a reference. Respective Spintor 240 SC doses were converted into 1 kg soil, taking into account 10 cm depth. After application of insecticide water emulsions, soil moisture was brought to 60% maximum holding water capacity. The soil was thoroughly mixed and stored in tightly-closed polyethylene bags at 20 °C for a period 4 weeks. During the ex-periment dissipation of spinosad, soil enzymes (dehydrogenase, alkaline phosphatase, acid phosphatase, urease) and number of bacteria, fungi, actinomycetes were assayed. Obtained results showed, that dissipation of spinosad in soil was relatively fast – the DT50 of this insecticide was ranged between 1.11 and 2.21 days. Spinosad residues had different effects on soil microbiological and biochemical properties. However, over time the impact of this insecticide definitely decreased. This indicated that the use of spinosad in organic farming, particularly in the field dosage, does not pose a long-term threat to the soil environment.
Źródło:
Journal of Ecological Engineering; 2015, 16, 4; 191-197
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Estimation of the density of the clay-organic complex in soil
Autorzy:
Czyz, E.A.
Dexter, A.R.
Powiązania:
https://bibliotekanauki.pl/articles/24815.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
estimation
density
clay soil
organic matter
soil
clay content
organic matter content
Źródło:
International Agrophysics; 2016, 30, 1
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Crack tortuosity in swelling clay soils
Autorzy:
Chertkov, V.Y.
Ravina, I.
Powiązania:
https://bibliotekanauki.pl/articles/24125.pdf
Data publikacji:
1999
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
planar tortuosity
tortuousity
swelling soil
clay soil
soil
spatial tortuosity
crack network
Źródło:
International Agrophysics; 1999, 13, 1
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Crack width, cross-section area, and volume in swelling clay soils
Autorzy:
Chertkov, V.Y.
Ravina, I.
Powiązania:
https://bibliotekanauki.pl/articles/26102.pdf
Data publikacji:
1999
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
shrinkage
swelling soil
clay soil
geometry
crack formation
width
crack
water content
Źródło:
International Agrophysics; 1999, 13, 2
0236-8722
Pojawia się w:
International Agrophysics
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:
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:
Effect of reclamation on the structure of silty-clay soils irrigated with saline-sodic waters
Autorzy:
Cucci, G.
Lacolla, G.
Pagliai, M.
Vignozzi, N.
Powiązania:
https://bibliotekanauki.pl/articles/24612.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
soil structure
soil porosity
salinity
image analysis
reclamation
silty soil
clay soil
irrigation
bulk density
Opis:
The objective of the work was to evaluate, by using the micromorphometric method, the effects of reclamation on porosity of two different clay loam soils irrigated with saline-sodic waters. Soil samples of the Ap horizon were put in cylindrical containers and irrigated with 9 types of saline-sodic waters (3 levels of salinity combined with 3 levels of sodicity). After a 4-year period, correction treatments were initiated by addition of calcium sulphate and leaching until electrical conductivity and sodium absorption ratio values of the drainage water matched 3 dS m-1 and 9, respectively. After 2 years of correction treatments, undisturbed soil samples were taken from the surface layer and soil thin sections for porosity measurements. Both soils did not show critical macroporosity values (> 10%, below this threshold a soil is classified as compact). Nevertheless, the soils exhibiteda different behaviour: total porosity of the Pachic Haploxeroll soil was not affected by difference in water salinity and alkalinity; on the contrary, the Udertic Ustochrept soil showed a lower porosity associated with higher salt concentration in the irrigation waters. This may be due to the different iron and aluminium sesquioxides content and, as a consequence, a different effect on soil aggregate stability.
Źródło:
International Agrophysics; 2015, 29, 1
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:
Soil water, solute storage and drainage in a deeply loosened, heavy-clay soil of Southern Romania
Autorzy:
Paltineanu, C.
Powiązania:
https://bibliotekanauki.pl/articles/25993.pdf
Data publikacji:
2003
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
soil water flux
soil water
Romania
internal drainage
heavy clay soil
leaching
water flux
drainage
solute storage
Źródło:
International Agrophysics; 2003, 17, 3
0236-8722
Pojawia się w:
International Agrophysics
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:
The analysis of changes of water stores in clay soil on the background of weather conditions in Puczniew area
Autorzy:
Baryla, A.
Ptach, W.
Powiązania:
https://bibliotekanauki.pl/articles/61056.pdf
Data publikacji:
2013
Wydawca:
Polska Akademia Nauk. Stowarzyszenie Infrastruktura i Ekologia Terenów Wiejskich PAN
Tematy:
change analysis
water storage
clay soil
background
weather condition
Puczniew area
rainfall
soil moisture
monitoring
ground water
Opis:
This paper examines the changes in stocks of water in clay soils against precipitation and changes in the groundwater table. The study was conducted during the summer period (May-September) in 2001 and 2002. According to the Kaczorowska` s criteria (1962) the year 2001 was very wet, and the 2002 – average. In 2001, ground water table was at a depth of 0 to 190 cm below ground surface level, and in 2002, from 50 cm to 150 cm below the surface. Water storages in the root zone (0-35 cm) developed in 2001 at the level of 100 to 125 mm, in 2002, from 88 mm to 122 mm.
Źródło:
Infrastruktura i Ekologia Terenów Wiejskich; 2013, 1/III
1732-5587
Pojawia się w:
Infrastruktura i Ekologia Terenów Wiejskich
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Aggregate water stability of sandy and clayey loam soils differently compacted with and without wheat plants
Autorzy:
Balashov, E.
Bazzoffi, P.
Powiązania:
https://bibliotekanauki.pl/articles/26026.pdf
Data publikacji:
2003
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
wheat plant
water stability
growth parameter
root hair
texture
winter wheat
root
plant root
sandy soil
clay soil
soil
aggregation
compaction
loamy soil
Źródło:
International Agrophysics; 2003, 17, 4
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wpływ struktury na skurczalność gruntów spoistych
The influence of soil structure on clay soil shrinkage
Autorzy:
Izdebska-Mucha, D.
Wójcik, E.
Powiązania:
https://bibliotekanauki.pl/articles/2075049.pdf
Data publikacji:
2013
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
shrinkage curve
shrinkage limit
clay soil
soil structure
void ratio
skurczalność gruntu
granica skurczalności
grunt spoisty
struktura gruntu
wskaźnik porowatości
Opis:
This paper deals with the structural factors affecting shrinkage phenomena. Seventy eight soil samples were tested, including: Neogene (Mio-Pliocene) clays, glacial tills, clayey alluvial soils, bentonite, illitic clay and kaolinite. Destructed soils (remoulded samples) were compared with undisturbed soils (NNS). Analysis of shrinkage curves showed that the most hydrophilic clays and well-graded soils have the lowest void ratio and shrinkage limit. Shrinkage curves ofsilty and sandy soils are relatively plane with poorly differentiated shrinkage stages. For Neogene clays, shrinkage curves of remoulded samples are similar to the undisturbed ones. Both series of samples yielded similar final void ratio and shrinkage limit values. For alluvial soils and glacial tills, remoulded samples yielded a lower void ratio and higher shrinkage limit values than NNS samples. The results obtained showed that the soil fabric (natural preserved versus disturbed) does not influence shrinkage of Neogene clays while affects significantly shrinkage of alluvial soils and glacial tills. The statistical analysis revealed that there was no correlation between shrinkage limit and clay content or plastic index. A linear rela¬tionship was found between shrinkage limit and void ratio for clays as well as remoulded samples.
Źródło:
Przegląd Geologiczny; 2013, 61, 3; 195--202
0033-2151
Pojawia się w:
Przegląd Geologiczny
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza parametrów skurczalności gruntów spoistych według różnych norm
Analysis of clay soils shrinkage parameters according to various methods
Autorzy:
Izdebska-Mucha, D.
Wójcik, E.
Powiązania:
https://bibliotekanauki.pl/articles/2062602.pdf
Data publikacji:
2011
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
skurcz objętościowy
granica skurczalności
mada
glina lodowcowa
ił mioplioceński
grunt spoisty
volumetric shrinkage
shrinkage limit
alluvial soil
Mio-Pliocene clays
glacial tills
clay soil
Opis:
W artykule przedstawiono wyniki badań parametrów skurczalności oznaczonych wg norm polskiej PN-88/B-04481 i brytyjskiej BS1377: Part 2: 1990: 4.3 oraz wg wzoru korelacyjnego Krabbego z 1958 (Schultze, Muhs, 1967). Analizę przeprowadzono dla iłów mioplioceńskich, glin lodowcowych oraz mad z Warszawy, Mszczonowa i Płocka. Określono takie parametry skurczu, jak: granica skurczalności ws, skurcz objętościowy Vs, względny skurcz objętościowy Vp oraz przeprowadzono analizę ich zależności od parametrów wskaźnikowych gruntu. Najwyższe wartości granicy skurczalności i skurczu objętościowego (Vs i Vp) wykazały kolejno: iły mioplioceńskie > mady > gliny lodowcowe. Wartości granicy skurczalności wg normy brytyjskiej są niższe niż wg normy polskiej, a różnica wynosi ok. 1–4%. Granica skurczalności obliczona wg Krabbego znacznie odbiega i nie wykazuje jednolitej tendencji zróżnicowania w stosunku do pozostałych metod. Nie stwierdzono wiążących zależności funkcyjnych pomiędzy granicą skurczalności a zawartością frakcji iłowej oraz wskaźnikiem plastyczności. Stwierdzono zależności liniowe o wysokim współczynniku korelacji pomiędzy skurczem objętościowym (Vs i Vp) a wilgotnością gruntu w0, przedziałem skurczu, wskaźnikiem plastyczności (Ip) i zawartością frakcji iłowej. Wyznaczono wzór na względny skurcz objętościowy w zależności od parametrów łatwo i standardowo wyznaczanych w badaniach geologiczno-inżynierskich gruntów – wilgotności i wskaźnika plastyczności: Vp = 0,629w0 + 0,191Ip–1,659 ±3,166; (R = 0,968).
The article presents the results of shrinkage parameters research according to Polish standard PN-88B-04481, British standard BS1377: Part 2: 1990: 6.3 and Krabbe's equation from 1958 (Schultze, Muhs, 1967). Mio-Pliocene clays, glacial tills and alluvial soils were tested, as the most typical subsoils in Poland. Shrinkage limit w/s, volumetric shrinkage Vs, relative volumetric shrinkage Vp were determined and correlated with soils properties such as moisture content, shrinkage range, plasticity index and clay content. No significant relationships between shrinkage limit and clay content or plasticity index were found. Linear regression of high correlation coefficient was found between volumetric shrinkage Vs, Vp and moisture content, shrinkage range, plasticity index, clay content . However, the most important result of the analyses was the determination of the relationship between volumetric shrinkage Vp and moisture content (w/o) and plasticity index (Ip) — parameters commonly tested in geological engineering practice: Vp = 0,629w/o + 0,191Ip-1,659 ± 3,166; (R = 0,968).
Źródło:
Biuletyn Państwowego Instytutu Geologicznego; 2011, 446 (2); 321--327
0867-6143
Pojawia się w:
Biuletyn Państwowego Instytutu Geologicznego
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 56

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