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Journal articles on the topic 'Saturated conditions'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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1

Saputra, Datra Peta, Lusmeilia Afriani, and Ahmad Zakaria. "Analysis Factor Safety of Slopes With Sandy Loam Soil Types on Conditions Not Saturated, Saturated Conditions and Partially Saturated Conditions Using Computing Program." Jurnal Rekayasa Sipil dan Desain 8, no. 1 (2021): 125–34. https://doi.org/10.23960/jrsdd.v8i1.1274.

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Natural disasters often occur in hilly areas in Lampung Province, namely landslides. Landslides that occur due to increased pore water pressure. The 2012 GeoStudio SLOPE / W program can analyze slope stability that can be modeled according to the original conditions in the field and can know the value of the safe slope factor. In this study, there were three cross section slopes with three groundwater conditions, namely the condition of the groundwater level at the base of the slope, half the height of the slope and following the maximum height of the cross section of the slope. Land property

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2

Shepherd, Simon. "Traffic control in over‐saturated conditions." Transport Reviews 14, no. 1 (1994): 13–43. http://dx.doi.org/10.1080/01441649408716864.

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3

Homand, F., A. Giraud, S. Escoffier, A. Koriche, and D. Hoxha. "Permeability determination of a deep argillite in saturated and partially saturated conditions." International Journal of Heat and Mass Transfer 47, no. 14-16 (2004): 3517–31. http://dx.doi.org/10.1016/j.ijheatmasstransfer.2004.02.012.

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4

De Richter, Sébastien Kiesgen, Naïma Gaudel, Claire Gaiani, Arthur Pascot, Maude Ferrari, and Mathieu Jenny. "Swelling of couscous grains under saturated conditions." Journal of Food Engineering 319 (April 2022): 110910. http://dx.doi.org/10.1016/j.jfoodeng.2021.110910.

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5

Zanini, E., E. Bonifacio, J. D. Albertson, and D. R. Nielsen. "TOPSOIL AGGREGATE BREAKDOWN UNDER WATER-SATURATED CONDITIONS." Soil Science 163, no. 4 (1998): 288–98. http://dx.doi.org/10.1097/00010694-199804000-00004.

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6

Ganesh, V., M. Mohansairam, P. Manoj Kumar, K. Laxmi Bharadwaj, and Md Asif Baba. "A Study on Saturated Traffic Flow at Signalized Intersections Under Mixed Traffic Conditions." International Journal of Research Publication and Reviews 4, no. 3 (2023): 2939–46. http://dx.doi.org/10.55248/gengpi.2023.4.33649.

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7

Xie, Lijuan, Hua Zhang, and Deying Li. "Physiological responses of garden roses to hot and humid conditions." Horticultural Science 46, No. 1 (2019): 26–33. http://dx.doi.org/10.17221/200/2017-hortsci.

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Garden roses do not grow well under hot and humid conditions. The objective of this study was to investigate the physiological responses of ‘Marie Curie’ and ‘Lapjau’ to high temperatures and relative humidity. The study included temperatures of 25/18°C (day/night) and 35/28°C (day/night), and relative humidity of 70% and 100%. ‘Marie Curie’ was more tolerant to heat stress than ‘Lapjau’ based on relative electrolyte leakage (REL), malondialdehyde (MDA), and activities of superoxide dismutase (SOD). The heat tolerance of cultivars also was confirmed by the levels of chlorophyll content and the

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8

LIU, Chao, and Mengtian RONG. "Throughput Analysis of the IEEE 802.11 DCF under Both Saturated and Non-saturated Conditions." IEICE Transactions on Communications E92-B, no. 6 (2009): 2168–74. http://dx.doi.org/10.1587/transcom.e92.b.2168.

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9

Casulli, Vincenzo. "A coupled surface-subsurface model for hydrostatic flows under saturated and variably saturated conditions." International Journal for Numerical Methods in Fluids 85, no. 8 (2017): 449–64. http://dx.doi.org/10.1002/fld.4389.

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10

Song, Jing, Lian Sheng Tang, and Hai Tao Sang. "Microstructure Distribution of Soft Clay under Conditions of Stratigraphic Profiling Variation." Applied Mechanics and Materials 333-335 (July 2013): 1930–33. http://dx.doi.org/10.4028/www.scientific.net/amm.333-335.1930.

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Base on the microscopic structure is characterized by anisotropy of microstructure that inherent in the process of saturated soft clay with sedimentary primary anisotropy or external force caused by induced anisotropy, biological changes along with the trend of the minimum potential energy. By studying the spindle rotation stress characteristics of the soil of the microscopic distribution, the pore characteristics of saturated clay sourced from microstructure pictures in Pearl River Delta region of south China is analyzed considering the microstructure in different stress conditions. Microstru

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11

Lovera, Oscar M. "Boundary conditions for a fluid‐saturated porous solid." GEOPHYSICS 52, no. 2 (1987): 174–78. http://dx.doi.org/10.1190/1.1442292.

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Using Biot’s theory, a set of boundary conditions is presented for wave transmission and reflection at the contact surface between an elastic medium (fluid or solid) and a fluid‐saturated porous solid (Biot medium). The analysis shows the continuity of the normal component of the density energy flux vectors across the contact surfaces, so that total energy is preserved. Energy reflection and transmission coefficients are computed for each kind of Biot wave.

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12

Ferrari, Alessio, Alberto Minardi, Russell Ewy, and Lyesse Laloui. "Gas shales testing in controlled partially saturated conditions." International Journal of Rock Mechanics and Mining Sciences 107 (July 2018): 110–19. http://dx.doi.org/10.1016/j.ijrmms.2018.05.003.

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13

Tarnawski, V. R., T. Momose, and W. H. Leong. "Thermal Conductivity of Standard Sands II. Saturated Conditions." International Journal of Thermophysics 32, no. 5 (2011): 984–1005. http://dx.doi.org/10.1007/s10765-011-0975-1.

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14

Lloret-Cabot, Martí, Simon J. Wheeler, Jubert A. Pineda, Enrique Romero, and Daichao Sheng. "From saturated to unsaturated conditions and vice versa." Acta Geotechnica 13, no. 1 (2017): 15–37. http://dx.doi.org/10.1007/s11440-017-0577-6.

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15

Baranova, A. A., M. I. Ryabkov, and A. S. Skulin. "Thermal conductivity of autoclaved aerated concrete under different temperature and humidity conditions." Izvestiya vuzov. Investitsii. Stroitelstvo. Nedvizhimost 13, no. 1 (2023): 20–27. http://dx.doi.org/10.21285/2227-2917-2023-1-20-27.

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The paper is aimed at measuring the thermal conductivity coefficients of autoclaved aerated concrete of average density (D450, D500 and D600) in a dry, water-saturated and frozen state. Thermal conductivity coefficients were determined using 100-mm cubes using standard methodology and measuring instrument ITP-MG “Zond” (Russia). It was found that the thermal conductivity of samples of the studied aerated concrete grades in the dry state is approximately 3.3–4 times lower than the thermal conductivity of samples in the water-saturated state and 3.5–4.2 times lower as compared to frozen water-sa

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16

Wang, Huping, Zhao Wang, Sanqing Ding, Chao Jin, Xiaogang Zhang, and Langtao Liu. "A Laboratory-Scale Numerical Investigation of the Effect of Confinement Conditions on the Mechanical Responses of Coal under Various Saturation Conditions." Processes 11, no. 11 (2023): 3224. http://dx.doi.org/10.3390/pr11113224.

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Deep coal seams are generally preferred for CO2 sequestration, during which the saturation fluids and high-stress condition involved can significantly alter the mechanical attributes of coal. To understand the effect of stress conditions on the mechanical properties of coal during CO2 sequestration, a finite element model was developed and subsequently validated using experimental data. The results indicate that coal strength increases from 10.35% for a 5 MPa CO2-saturated sample to 114.54% for an 8 MPa CO2 + water-saturated sample as the confining pressure rises from 0 to 30 MPa, due to reduc

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17

Deng, Renxi. "Conditions for The Saturation of a Matrix Inequality." Highlights in Science, Engineering and Technology 93 (May 8, 2024): 16–24. http://dx.doi.org/10.54097/yx4pss44.

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Matrix inequalities play a vital role in the study of linear algebra and information theory. In this paper, the author investigates the condition when a proven matrix inequality is saturated, and Pi’s are linearly independent matrices of the same size, and Si’s are also linearly independent matrices of the same size. The author constructs the conditions when Pi is a column vector or a 2 2 matrix, and Si is an arbitrary square matrix. The author finds a very potential result when investigating the column situation. The author also gets massive result in the 2 2 situation. In particular, the ine

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18

Yecheskel, Yinon, Ishai Dror, and Brian Berkowitz. "Silver nanoparticle (Ag-NP) retention and release in partially saturated soil: column experiments and modelling." Environmental Science: Nano 5, no. 2 (2018): 422–35. http://dx.doi.org/10.1039/c7en00990a.

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19

Zhang, Jinhong, Jianwen Jia, and Xinyu Song. "Analysis of an SEIR Epidemic Model with Saturated Incidence and Saturated Treatment Function." Scientific World Journal 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/910421.

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The dynamics of SEIR epidemic model with saturated incidence rate and saturated treatment function are explored in this paper. The basic reproduction number that determines disease extinction and disease survival is given. The existing threshold conditions of all kinds of the equilibrium points are obtained. Sufficient conditions are established for the existence of backward bifurcation. The local asymptotical stability of equilibrium is verified by analyzing the eigenvalues and using the Routh-Hurwitz criterion. We also discuss the global asymptotical stability of the endemic equilibrium by a

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20

Sato, Itsuki, Reiko Kuwano, and Masahide Otsubo. "Contractancy and shear behavior of extremely loose structure soils with particle breakage in saturated and unsaturated conditions." E3S Web of Conferences 544 (2024): 14008. http://dx.doi.org/10.1051/e3sconf/202454414008.

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Pumices with high pore voids of volcanic origin are distributed throughout Japan and are the causal layer of slope failures. In many cases of surface failures, it is difficult to assume that the resulting layers are fully saturated. The high waterholding capacity of the pumice suggests that they were deposited in an unsaturated state with a high degree of saturation. In this study, saturated triaxial compression tests and fully undrained unsaturated triaxial compression tests were conducted on artificially produced pumice and natural pumice while measuring the amount of crushing. This is to cl

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21

Roshan, M. J., A. S. A. Rashid, N. A. Wahab, M. A. Hezmi, S. N. Jusoh, and M. Azmi. "Stability of Railway Embankment in Saturated and Unsaturated Conditions." IOP Conference Series: Materials Science and Engineering 1153, no. 1 (2021): 012007. http://dx.doi.org/10.1088/1757-899x/1153/1/012007.

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22

Falloon, Trevor J., and David H. Green. "Solidus of carbonated fertile peridotite under fluid-saturated conditions." Geology 18, no. 3 (1990): 195. http://dx.doi.org/10.1130/0091-7613(1990)018<0195:socfpu>2.3.co;2.

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23

Mittal, S., and R. Chauhan. "Liquefaction behavior of reinforced saturated sand under dynamic conditions." International Journal of Geotechnical Engineering 7, no. 1 (2013): 109–14. http://dx.doi.org/10.1179/1938636212z.0000000008.

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24

Therrien, R., and E. A. Sudicky. "Well bore boundary conditions for variably saturated flow modeling." Advances in Water Resources 24, no. 2 (2000): 195–201. http://dx.doi.org/10.1016/s0309-1708(00)00028-2.

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25

Essandoh, H. M. K., C. Tizaoui, M. H. A. Mohamed, G. Amy, and D. Brdjanovic. "Soil aquifer treatment of artificial wastewater under saturated conditions." Water Research 45, no. 14 (2011): 4211–26. http://dx.doi.org/10.1016/j.watres.2011.05.017.

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26

Lourenço, Sérgio D. N., Gonghui Wang, Kyoji Sassa, and Hiroshi Fukuoka. "Volumetric behavior of saturated sands under poor drainage conditions." Journal of Geophysical Research: Earth Surface 111, F3 (2006): n/a. http://dx.doi.org/10.1029/2005jf000324.

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27

Sharma, M. D. "Boundary conditions for porous solids saturated with viscous fluid." Applied Mathematics and Mechanics 30, no. 7 (2009): 821–32. http://dx.doi.org/10.1007/s10483-009-0702-6.

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28

D'Aniello, A., C. De Vivo, and G. Giordano. "Saturated formations and Sylow normalisers." Bulletin of the Australian Mathematical Society 69, no. 1 (2004): 25–33. http://dx.doi.org/10.1017/s0004972700034237.

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29

Tripathy, Snehasis, Osama Mahdi Al-Hussaini, Peter John Cleall, Stephen William Rees, and Han-Lin Wang. "Frost heave and thaw settlement of initially saturated-slurried and compacted-saturated materials." E3S Web of Conferences 195 (2020): 03036. http://dx.doi.org/10.1051/e3sconf/202019503036.

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Soils and industrial waste in various geotechnical engineering applications are expected to experience freezing and thawing processes in various regions of the world where the winter and summer temperatures fluctuate between sub-zero and positive ambient temperatures. In this study laboratory tests were undertaken on three materials (Speswhite kaolin, Pegwell Bay soil and a cement kiln dust). A custom-made test set up was used to carry out the laboratory tests involving freezing and thawing processes. Initially saturated-slurried and compacted-saturated samples of the selected materials were s

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30

Chua, Lloyd H. C., Melvin C. M. Leong, Edmond Y. M. Lo, et al. "Controlled field studies on soil aquifer treatment in a constructed coastal sandfill." Water Science and Technology 60, no. 5 (2009): 1283–93. http://dx.doi.org/10.2166/wst.2009.408.

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A controlled artificial recharge experiment was conducted to investigate the effect of soil aquifer treatment during percolation of secondary and tertiary (ultrafiltered) treated wastewater through the shallow vadoze zone of a newly constructed coastal sandfill. The sandfill is a reclaimed land constructed from marine sand dredged from the seabed. To obtain 1-D flow, a stainless steel column was driven to a depth of 2.5 m, penetrating the phreatic surface. Wastewater was percolated through the column under fully-saturated and unsaturated conditions. Infiltration rates, dissolved organic carbon

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31

Karlsson, Olov, Petteri Torniainen, Ola Dagbro, Kurt Granlund, and Tom Morén. "Presence of water-soluble compounds in thermally modified wood: Carbohydrates and furfurals." BioResources 7, no. 3 (2012): 3679–89. http://dx.doi.org/10.15376/biores.7.3.3679-3689.

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With thermal modification, changes in properties of wood, such as the presence of VOC and water-soluble carbohydrates, may occur. Thermal modifications under saturated steam conditions (160 °C or 170 °C) and superheated steam conditions (170, 185, and 212 °C) were investigated by analysing the presence of water-soluble 5-(hydroxymethyl)furfural (HMF), furfural, and carbohydrates in heat-treated wood. The influence of thermal modifications on Scots pine, Norway spruce, and silver birch was also studied. Furfurals were analysed using HPLC at 280 nm, while monosaccharides and water-soluble carboh

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32

Castillo, Wilson, Ricardo Gallardo-Sepúlveda, Edison Atencio, Ricardo Moffat, and Omar Nuñez. "Numerical Modeling of One-Dimensional Consolidation Theory in Saturated and Unsaturated Tailings Using the Soft Soil and Hardening Soil Constitutive Models." Applied Sciences 15, no. 6 (2025): 3111. https://doi.org/10.3390/app15063111.

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This study focuses on the numerical modeling of one-dimensional consolidation of filtered copper tailings under saturated and unsaturated conditions using Plaxis2D®. The modeling is based on 1D consolidation curves under saturated conditions and controlled matric suction. The Soft Soil and Hardening Soil constitutive models were employed, incorporating the soil–water characteristic curve (SWCC) to capture hydro-mechanical behavior and volumetric strain. The modeling strategy replicates the loading and drainage conditions of the experimental tests, using a single set of soil parameters to repre

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33

Štekauerová, V., and V. Mikulec. "Variability of saturated hydraulic conductivities in the agriculturallycultivated soils." Soil and Water Research 4, Special Issue 2 (2010): S14—S21. http://dx.doi.org/10.17221/477-swr.

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The knowledge of the moisture conditions in a variably saturated zone of soil and their management is one of the main possibilities that allow the agronomists to raise significantly the fertility of soils. A progressive scientific method for describing the moisture conditions in a variably saturated zone uses a numerical simulation on a mathematical model. The accuracy of the outputs from the model (i.e. moisture profiles) depends mainly, besides the physical and mathematical structures of the model, on the accuracy of the input data. The upper boundary condition comprises the climate and phen

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34

Diamantis, Konstantinos, and Davood Fereidooni. "Assessing the Strength and Deformation Properties of Serpentinite Rocks in Dry and Saturated Conditions." Iranian Journal of Science 47, no. 4 (2023): 1169–78. http://dx.doi.org/10.1007/s40995-023-01512-9.

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AbstractIt is clear that the engineering properties of various rocks in dry and wet conditions are different. In general, the properties decrease with the presence of water. The present research investigates the effect of rock saturation on the strength and deformation properties of serpentinites collected from central Greece. A comprehensive laboratory test program was planned to evaluate unit weight, effective porosity, uniaxial compressive strength, elasticity modulus, and Brazilian tensile strength in saturated states. All the results of the above-mentioned saturated properties were compar

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35

Chapuis, Robert P., and Michel Aubertin. "A simplified method to estimate saturated and unsaturated seepage through dikes under steady-state conditions." Canadian Geotechnical Journal 38, no. 6 (2001): 1321–28. http://dx.doi.org/10.1139/t01-068.

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The seepage rate through homogeneous or zoned dikes includes saturated and unsaturated flow. The latter is often neglected but should be considered to obtain the positions of the water table and the seepage face that may develop either on the downstream slope of a homogeneous dike or within the filter layer behind the core of a zoned dike. Different dikes with heights of 5, 10, 20, and 50 m have been analyzed numerically with a two-dimensional finite element code. The cases investigated include the most frequent types of small dikes designed to retain municipal or industrial wastewater. Soluti

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36

Zeng, Ling, Han-bing Bian, Zhen-ning Shi, and Zhong-ming He. "Forming condition of transient saturated zone and its distribution in residual slope under rainfall conditions." Journal of Central South University 24, no. 8 (2017): 1866–80. http://dx.doi.org/10.1007/s11771-017-3594-6.

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37

Cuomo, S., M. Moscariello, and V. Foresta. "Wetting tests of partially saturated soils under simple shear conditions." Géotechnique Letters 7, no. 2 (2017): 197–203. http://dx.doi.org/10.1680/jgele.17.00019.

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38

Vescovi, Dalila, Pietro Marveggio, and Claudio Giulio Di Prisco. "Saturated granular flows: constitutive modelling under steady simple shear conditions." Géotechnique 70, no. 7 (2020): 608–20. http://dx.doi.org/10.1680/jgeot.19.p.023.

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39

OKUBO, Seisuke, and Seok Yeon CHU. "Creep of Sanjome Andesite under Air-dried and Saturated Conditions." Shigen-to-Sozai 109, no. 11 (1993): 917–22. http://dx.doi.org/10.2473/shigentosozai.109.917.

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40

Ibrahim, Mostafa A., Elsayed A. Elnaka, and C. Lee Burras. "Clay Upward Movement in Sand Columns under Partially Saturated Conditions." Soil Science Society of America Journal 79, no. 3 (2015): 896–902. http://dx.doi.org/10.2136/sssaj2015.01.0005.

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41

Shao, J. F., Y. F. Lu, and D. Lydzba. "Damage Modeling of Saturated Rocks in Drained and Undrained Conditions." Journal of Engineering Mechanics 130, no. 6 (2004): 733–40. http://dx.doi.org/10.1061/(asce)0733-9399(2004)130:6(733).

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42

Lee, Dal-Won. "Liquefaction Behaviour of Saturated Silty Sand Under Monotonic Loading Conditions." Journal of The Korean Society of Agricultural Engineers 48, no. 4 (2006): 67–74. http://dx.doi.org/10.5389/ksae.2006.48.4.067.

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43

Story, Sandra P., Penny S. Amy, Carolyn W. Bishop, and Frederick S. Colwell. "Bacterial transport in volcanic tuff cores under saturated flow conditions." Geomicrobiology Journal 13, no. 4 (1995): 249–64. http://dx.doi.org/10.1080/01490459509378024.

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44

Hayes, R., W. D. Humpage, S. S. Choi, A. Tunnicliffe, and T. T. Nguyen. "Response of saturated-reactor compensators in system-fault operating conditions." IEE Proceedings C Generation, Transmission and Distribution 134, no. 6 (1987): 407. http://dx.doi.org/10.1049/ip-c.1987.0067.

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45

Kim, S. B., D. J. Kim, and S. T. Yun. "Attenuation of Aqueous Benzene in Soils under Saturated Flow Conditions." Environmental Technology 27, no. 1 (2006): 33–40. http://dx.doi.org/10.1080/09593332708618614.

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46

Duffy, K., D. Malone, and D. J. Leith. "Modeling the 802.11 distributed coordination function in non-saturated conditions." IEEE Communications Letters 9, no. 8 (2005): 715–17. http://dx.doi.org/10.1109/lcomm.2005.1496592.

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47

Abdelmoez, Wael, Tomomi Nakahasi, and Hiroyuki Yoshida. "Amino Acid Transformation and Decomposition in Saturated Subcritical Water Conditions." Industrial & Engineering Chemistry Research 46, no. 16 (2007): 5286–94. http://dx.doi.org/10.1021/ie070151b.

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48

Oblath, Steven B. "Leaching from solidified waste forms under saturated and unsaturated conditions." Environmental Science & Technology 23, no. 9 (1989): 1098–102. http://dx.doi.org/10.1021/es00067a005.

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49

Barton, Derek H. R., Eva Csuhai, and Darío Doller. "Studies on the bromination of saturated hydrocarbons Under GoAggIII conditions." Tetrahedron Letters 33, no. 24 (1992): 3413–16. http://dx.doi.org/10.1016/s0040-4039(00)92650-9.

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50

Cheng, Wei, Peng-yun Hong, Jean-Michel Pereira, Yu-jun Cui, Anh Minh Tang, and Ren-peng Chen. "Thermo-elasto-plastic modeling of saturated clays under undrained conditions." Computers and Geotechnics 125 (September 2020): 103688. http://dx.doi.org/10.1016/j.compgeo.2020.103688.

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