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Добірка наукової літератури з теми "STRENGTH OF SOIL"

Автор: Grafiati

Опубліковано: 11 вересня 2023

Оновлено: 31 липня 2025

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Статті в журналах з теми "STRENGTH OF SOIL"

1

Hamad, Asal Mahmud, and Mahmood Gazey Jassam. "A Comparative Study for the Effect of Some Petroleum Products on the Engineering Properties of Gypseous Soils." Tikrit Journal of Engineering Sciences 29, no. 3 (2022): 69. http://dx.doi.org/10.25130/tjes.29.3.7.

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Gypseous soils are considered problematic soils because the soil cavities happen during receiving the water or this type of soil and solving gypsum materials and contract in a soil volume. In this study, three types of gypseous soils are used; soil1, soil2, and soil3 with gypsum content (28.71%, 43.6%, and 54.88%) respectively, petroleum products (engine oil, fuel oil, and kerosene) are added to the soils with percentages (3%, 6%, 9%, and 12%) for each product. The result showed that specific gravity, liquid limit, optimum moisture content (O.M.C), and maximum dry density decreased with an inc

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2

Luo, Donghui, Jialun Li, Yongxing Cao, Bo Tan, Wei Li, and Hanyu Wang. "Research on the Influence of Typical Soil Parameters on Critical Breakdown Field Strength and Residual Resistivity Based on Discharge Topography." Energies 14, no. 16 (2021): 4810. http://dx.doi.org/10.3390/en14164810.

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Partial discharge of soil occurs when a lightning current enters the ground, and the strength of partial discharge is closely related to the magnitude of its critical breakdown field strength. Therefore, how to accurately obtain the variation law of the typical soil critical breakdown field strength and residual resistivity is the key to realizing the safe operation of the grounding devices and cables in the ground. This paper first selects a variety of typical soils to study the influence of various factors on the morphology of the discharge channel, and then studies the calculation methods o

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3

Aitken, RL, and PW Moody. "Interrelations between soil pH measurements in various electrolytes and soil solution pH in acidic soils." Soil Research 29, no. 4 (1991): 483. http://dx.doi.org/10.1071/sr9910483.

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Ninety soil samples (81 surface, 9 subsurface) were collected from eastern Queensland and soil pH (1:5 soi1:solution) was measured in each of deionized water (pH,), 0.01 M CaCl2, 0-002 M CaCl2 and 1 M KCl. Soil solution was extracted from each soil after incubation for 4 days at the 10 kPa matric suction moisture content, and pH (pHss) and electrical conductivity were measured. The objectives of this work were to investigate interrelationships between soil pH measurements in various electrolytes and soil solution pH in a suite of predominantly acidic soils. Although the relationships between p

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4

Baldovino, Jair Arrieta, Yamid E. Nuñez de la Rosa, and Oriana Palma Calabokis. "Analysis of Novel Porosity–Water-to-Binder Index for Prediction of Strength, Stiffness and Durability for Cemented Soils." Materials 16, no. 19 (2023): 6354. http://dx.doi.org/10.3390/ma16196354.

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The initial weight and volume relationships are crucial factors in determining the strength, stiffness, and durability of cement-stabilized soils. The porosity/binder ratio has been widely used as a control parameter for stabilized soil mixtures. However, this approach does not take into consideration the water content used during the stabilization process, which can impact the strength and durability of the final product. To address this issue, this paper introduces the porosity–water/binder relationship as a new parameter to predict the strength, stiffness (Go), and durability against wettin

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5

Barzegar, AR, RS Murray, GJ Churchman, and P. Rengasamy. "The strength of remolded soils as affected by exchangeable cations and dispersible clay." Soil Research 32, no. 2 (1994): 185. http://dx.doi.org/10.1071/sr9940185.

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The tensile strengths of remoulded samples of five Australian soils with differing clay type, texture and shrink-swell potential were measured as a function of exchangeable cations (Na, Ca and Mg) and exchangeable sodium percentage (ESP). Spontaneously and mechanically dispersible clays were also determined as a function of ESP. The tensile strength changed with the nature of the exchangeable cation, clay content and amounts of spontaneously and mechanically dispersible clay. In Ca-soils, the tensile strength was highly correlated with clay content and CEC. Regression analyses of data for soil

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6

Eid, Hisham T., Ruslan S. Amarasinghe, Khaled H. Rabie, and Dharma Wijewickreme. "Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses." Canadian Geotechnical Journal 52, no. 2 (2015): 198–210. http://dx.doi.org/10.1139/cgj-2014-0019.

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A laboratory research program was undertaken to study the large-strain shear strength characteristics of fine-grained soils under low effective normal stresses (∼3–7 kPa). Soils that cover a wide range of plasticity and composition were utilized in the program. The interface shear strength of these soils against a number of solid surfaces having different roughness was also investigated at similar low effective normal stress levels. The findings contribute to advancing the knowledge of the parameters needed for the design of pipelines placed on sea beds and the stability analysis of shallow so

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7

Misra, RK, and CW Rose. "An examination of the relationship between erodibility parameters and soil strength." Soil Research 33, no. 4 (1995): 715. http://dx.doi.org/10.1071/sr9950715.

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Erosion rate of soil by the impact of raindrops and overland flow of water is often considered to be affected by the shear strength of surface soil. Physically based erosion models indicate a link between defined erodibility parameters and soil strength. The objectives of this paper are to determine erodibility parameters with the process-based erosion model GUEST for a. krasnozem soil of two contrasting strengths, and to examine the influence of soil strength on erodibility parameters. Soil beds of width 1 m and length 5.8 m, with and without compaction, were exposed to simulated, constant ra

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8

Li, Xinming, Haoyang Zhang, Yanrui Guo, Song Yin, and Kebin Ren. "Effect of Dry-Wet Cycles on Strength Properties and Microstructure of Lime-Metakaolin-Modified Soil." Advances in Civil Engineering 2022 (September 29, 2022): 1–14. http://dx.doi.org/10.1155/2022/1296288.

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To explore the feasibility of replacing natural hydraulic lime (NHL) with lime-metakaolin (L-MK) in the restoration of soil sites, the samples of L-MK-modified silty sand (hereinafter L-MK-modified soil) underwent 0, 5, 10, and 15 dry-wet cycles and were then tested for mass loss, unconfined compressive strength, and splitting tensile strength. Some samples were tested using XRD, TG and SEM microscopic tests to study the strength mechanism for L-MK- and NHL-modified soil. The results showed that the mass loss ratios of the L-MK- and NHL-modified soils after 15 dry-wet cycles were within 2%. Th

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9

Dolling, PJ, and GSP Ritchie. "Estimates of soil solution ionic strength and the determination of pH in West Australian soils." Soil Research 23, no. 2 (1985): 309. http://dx.doi.org/10.1071/sr9850309.

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The average ionic strength of 20 West Australian soils was found to be 0.0048. The effects of three electrolytes (deionized water, CaCl2 and KNO3), three ionic strengths (0.03, 0.005 and soil ionic strength at field capacity, Is) and two soil liquid ratios (1:5 and 1:10) on the pH of 15 soils were investigated. pH measurements in solutions of ionic strength 0.005 differed the least from measurements made at Is. The differences that occurred in comparisons with distilled water or CaCl2 of ionic strength 0.03 (0.01 M) were much greater (20.4 pH units). An extractant with an ionic strength of 0.0

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10

Tomczak, Arkadiusz, and Tomasz Jelonek. "Radial variation in the wood properties of Scots pine (Pinus sylvestris L.) grown on former agricultural soil." Forest Research Papers 74 (2) (March 1, 2013): 171–77. https://doi.org/10.2478/frp-2013-0017.

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The soil of former farmland greatly differs from forest soil, and significantly influences tree growth and development compared with other site factors. The effect may also be reflected indirectly in radial variability of wood. This study compared radial variation of wood density, compressive strength along the grain and static bending strength of wood of Scots pine trees growing on former farmland and forest soils. The analyses were conducted in eight mature pine stands. On the basis of the stand description, four stands were classified as growing on forest soil (L) and four as growing on for

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Дисертації з теми "STRENGTH OF SOIL"

1

Lacoul, Sriranjan. "Consolidated-drained shear-strength of unsaturated soil." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66044.

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2

Barzegar, Abdolrahman. "Structural stability and mechanical strength of salt-affected soils." Title page, contents and abstract only, 1995. http://web4.library.adelaide.edu.au/theses/09PH/09phb296.pdf.

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Copies of author's previously published articles in pocket inside back cover. Bibliography: leaves 147-160. This thesis outlines the factors affecting soil strength and structural stability and their interrelationship in salt-affected soils. The objectives of this study are to investigate the influence of clay particles on soil densification and mellowing, the mellowing of compacted soils and soil aggregates as influenced by solution composition, the disaggregation of soils subjected to different sodicities and salinities and its relationship to soil strength and dispersible clay and the effec

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3

Rouaiguia, Ammar. "Strength of soil-structure interfaces." Thesis, Loughborough University, 1990. https://dspace.lboro.ac.uk/2134/26883.

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This research work deals with the development of the shearbox apparatus by introducing a micro-computer to automatically collect all the results, and to apply normal and shear stresses. A continuous statement of time, channel number, and transducer input and output is produced for each test, the sequences of applied rates of displacement and normal stresses for which were programmed.

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4

Chung, Sun-Ok. "On-the-go soil strength profile sensor /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137684.

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5

Cho, Gye Chun. "Unsaturated soil stiffness and post-liquefaction shear strength." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/21010.

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6

Wende, Jon T. "Predicting soil strength with remote sensing data." Thesis, Monterey, California. Naval Postgraduate School, 2010. http://hdl.handle.net/10945/5174.

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Approved for public release; distribution is unlimited<br>Predicting soil strength from hyperspecral imagery enables amphibious planners to determine trafficability in the littorals. Trafficability maps can then be generated and used during the intelligence preparation of the battlespace allowing amphibious planners to select a suitable landing zone. In February and March 2010, the Naval Research Laboratory sponsored a multi-sensor remote sensing and field calibration and field validation campaign (CNMI'10). The team traveled to the islands of Pagan, Tinian, and Guam located in the Mariana

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7

Young, Iain McEwing. "Soil strength and hard-setting behaviour of some structurally unstable British soils." Thesis, University of Aberdeen, 1987. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU010498.

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A study was made of the physical properties of a number of structurally sensitive soils some of which exhibited behaviour characteristic of hard-setting soils (soils which when wet slump and set hard, on drying presenting problems in terms of ease of cultivations and root growth). Work concentrated on an examination of soils of the Wick series at two sites at the Institute of Horticultural Research, Wellesbourne, where there is a documented history of consistent differences in crop yields between sites. The worse site (Big Ground) had been intensively managed for considerably longer than the b

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8

Keller, Thomas. "Soil compaction and soil tillage - studies in agricultural soil mechanics /." Uppsala : Dept. of Soil Sciences, Swedish Univ. of Agricultural Sciences, 2004. http://epsilon.slu.se/a489.pdf.

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9

Elbanna, E. B. E. "Agricultural machinery selection : Soil strength and operational timeliness." Thesis, University of Edinburgh, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.371883.

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10

Sinclair, John. "Crusting, soil strength and seedling emergence in Botswana." Thesis, University of Aberdeen, 1985. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU363198.

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This thesis gives the results of an investigation of the strengths and particularly the crust forming potential of arable soils from Botswana and the relationship to seedling emergence of sorghum, the most important crop in Botswana and one that because of its small seed weight (about 2 0 mg) can fail to emerge through a hard soil crust. A review of the literature suggested that the soil factors which had to be considered were dispersibility of clay and factors which affect this, and the bulk density of the soils. Soils which are found in many tropical and sub-tropical regions, with low organi

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Книги з теми "STRENGTH OF SOIL"

1

Leʹsniewska, Danuta. Analysis of shear band pattern formation in soil. Instytut Budownictwa Wodnego PAN, 2000.

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2

Baumgartl, Thomas. Spannungsverteilung in unterschiedlich texturierten Böden und ihre Bedeutung für die Bodenstabilität. Vertrieb, Institut für Pflanzenernährung und Bodenkunde der Christian-Albrechts-Universität zu Kiel, 1991.

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3

Kalaev, A. I. Nesushchai͡a︡ sposobnostʹ osnovaniĭ sooruzheniĭ. Stroĭizdat, Leningradskoe otd-nie, 1990.

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4

Sobolevskiĭ, D. I͡U. Prochnostʹ i nesushchai͡a sposobnostʹ dilatirui͡ushchego grunta. "Navuka i tėkhnika", 1994.

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5

Lade, P. Triaxial testing of soils. John Wiley & Sons Inc., 2016.

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6

Geological Survey (U.S.), ed. PETAL3: PEnetration Testing and Liquefaction, an interactive computer program. U.S. Geological Survey, 1988.

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7

Geological Survey (U.S.), ed. PETAL3: PEnetration Testing and Liquefaction, an interactive computer program. U.S. Geological Survey, 1988.

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8

International Symposium on Deformation Characteristics of Geomaterials (5th 2011 Seoul, Korea). Deformation characteristics of geomaterials: Proceedings of the fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Ios Press, 2011.

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9

Elsoufiev, Serguey A. Strength analysis in geomechanics. 2nd ed. Springer, 2010.

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10

Vance, S. L. Relationship of soil strength and rowcrop yields on reconstructed surface mine soils. s.n, 1992.

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Частини книг з теми "STRENGTH OF SOIL"

1

Craig, R. F. "Shear strength." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_4.

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2

Barnes, G. E. "Shear Strength." In Soil Mechanics. Macmillan Education UK, 1995. http://dx.doi.org/10.1007/978-1-349-13258-4_7.

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3

Barnes, Graham. "Shear strength." In Soil Mechanics. Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-51221-5_7.

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4

Barnes, Graham. "Shear strength." In Soil Mechanics. Macmillan Education UK, 2010. http://dx.doi.org/10.1007/978-0-230-36677-0_7.

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5

Yu, Mao-Hong. "Strength Characteristics of Soil." In Soil Mechanics. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2781-4_4.

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6

Yu, Mao-Hong. "Yu Unified Strength Theory." In Soil Mechanics. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2781-4_5.

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7

Verruijt, Arnold. "Shear Strength." In An Introduction to Soil Mechanics. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_20.

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8

Das, Braja M. "Shear strength of soils." In Advanced Soil Mechanics. CRC Press, 2019. http://dx.doi.org/10.1201/9781351215183-9.

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9

Jackson, Neil, and Ravindra K. Dhir. "Shear Strength of Soil." In Civil Engineering Materials. Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13729-9_27.

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10

Gratchev, Ivan, Dong-Sheng Jeng, and Erwin Oh. "Shear strength of soil." In Soil Mechanics Through Project-Based Learning. CRC Press, 2018. http://dx.doi.org/10.1201/9780429507786-11.

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Тези доповідей конференцій з теми "STRENGTH OF SOIL"

1

Kellner, Jordan D. "Shear Strength Testing of Pipeline Coatings and Soil Stress." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96199.

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Abstract Shear properties of pipeline coatings with elastomeric adhesives are frequently measured in the laboratory. These measurements are expected to correlate with the ability of the coating to withstand the forces of soil burial and movement. The theoretical basis of choosing the parameters of the laboratory methods are given based on calculations of soil forces on pipeline coatings from an analytical model and from finite element analysis. Data obtained from two methodologies are given and discussed. The criteria used to evaluate pipeline coatings in various applications are also discusse

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2

"Soil-Cement Slurry Pipe Embedment." In SP-150: Controlled Low-Strength Materials. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4610.

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3

Cocjin, Michael, David White, and Susan Gourvenec. "Continuous Characterisation of Near-Surface Soil Strength." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23469.

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A sound understanding of near-surface soil strength is essential for the accurate prediction of the response of structures laid on or shallowly embedded in the seabed. However, characterisation of the uppermost region of the seabed, which is typically very soft and at a low-stress state, is extremely challenging. This paper demonstrates a novel technique for characterising the in situ undrained shear strength of near-surface soils using a newly-developed pile penetrometer. The pile penetrometer is vertically embedded into the near-surface soil and is driven laterally. A simple calculation of t

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4

Frankenstein, Susan, Brian Skahill, and Christa Peters-Lidard. "The Effect of Soil State Predictions on Soil Strength." In 13th International Conference on Cold Regions Engineering. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40836(210)42.

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5

Peralta, Proserpine, Kalaiarasi Vembu, Jack Dow Fraser, et al. "Cyclic Strength of Soils at Atlantic Shores Offshore Wind Farm." In Offshore Technology Conference. OTC, 2023. http://dx.doi.org/10.4043/32389-ms.

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Abstract The cyclic soil behavior of North Sea clays and silica sands have been well-documented (Andersen 2004, 2009, etc), and have been used globally to develop soil models and design foundations for structures subjected to cyclic wave loading. The recent development of offshore wind farms within the Atlantic Offshore Continental Shelf (OCS) in the U.S. have prompted the large-scale design of fixed-bottom foundations of offshore wind structures, which are designed to be highly dynamic. In contrast to North Sea soils, very few data have been published regarding the strength behavior of typica

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6

Holderby, Eric, and Amy B. Cerato. "Field Verification of Stabilized Soil Strength." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)251.

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7

Zaki, M. "Correlation of soft clay and shear strength in West Jakarta." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-54.

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Abstract. Most geotechnical problems are soft soils, where geotechnical science is very unique, due to limited data, engineer experience, multi-phase, heterogeneous and variable attachment to one another. West Jakarta has 56 urban villages as one of the strategic cities that has a large distribution of soft soil with a thickness that varies more than 4 meters. Sampling was conducted randomly in all urban villages, with testing in the form of sondir, boring machine, uds, soil properties and soil engineering. the results obtained are a well-bound relationship between water content and soft soil

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8

Landsburg, Sandra L., Karen R. Cannon, and Nancy M. Finlayson. "Effects of Pipeline Construction on Soil Compaction." In 1996 1st International Pipeline Conference. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/ipc1996-1946.

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A study was initiated in 1988 to evaluate the effects of pipeline construction on soil compaction in the province of Alberta. Cone penetration resistance (soil strength) of soils was monitored to a depth of 31.5 cm at 14 study areas. Soil strength measurements were taken from right-of-way locations as well as from an adjacent undisturbed control. Soil strength information from the 14 study areas suggests that pipeline construction procedures can cause changes in soil strength on pipeline rights-of-way. Decreases in soil strength on the RoW compared to adjacent controls are more common than inc

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9

Jagadish, K. S., A. V. Pramod, M. R. Yogananda, Ashwin M. Joshi, and Lingaraj Pyati. "The influence of soil composition on the strength of stabilized soil." In INTERNATIONAL CONFERENCE ON SMART TECHNOLOGIES AND APPLICATIONS (ICSTA 2022). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0158488.

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10

Wilson, Brian, and Jim Coull. "Determining the Tensile Strength of Soil-Cement." In Grouting 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480809.029.

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Звіти організацій з теми "STRENGTH OF SOIL"

1

Busby, Ryan, Wade Wall, and Lauren Bosche. Remote detection of soil shear strength in Arctic and subarctic environments. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49815.

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Soil shear strength affects many military activities and is affected significantly by plant roots. Unfortunately, root contribution to soil shear strength is difficult to measure and predict. In the boreal forest ecosystem, soil and hydrologic dynamics make soil shear strength less predictable, while the need for prediction grows due to the rapid changes occurring in this environment. Our current study objectives are to (1) observe possible aboveground vegetation indicators of soil shear strength variation across soils and other environmental heterogeneity, (2) observe possible image-based ind

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2

Shoop, Sally, Samuel Beal, Wendy Wieder, and Eric McDonald. Soil strength analysis of Sonoran Desert landforms. Engineer Research and Development Center (U.S.), 2018. http://dx.doi.org/10.21079/11681/29266.

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3

Shivakumar, Pranavkumar, Kanika Gupta, Antonio Bobet, Boonam Shin, and Peter J. Becker. Estimating Strength from Stiffness for Chemically Treated Soils. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317383.

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The central theme of this study is to identify strength-stiffness correlations for chemically treated subgrade soils in Indiana. This was done by conducting Unconfined Compression (UC) Tests and Resilient Modulus Tests for soils collected at three different sites—US-31, SR-37, and I-65. At each site, soil samples were obtained from 11 locations at 30 ft spacing. The soils were treated in the laboratory with cement, using the same proportions used for construction, and cured for 7 and 28 days before testing. Results from the UC tests were compared with the resilient modulus results that were av

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4

Green, Brian H. Development of Soil-Based Controlled Low-Strength Materials. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada374305.

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5

Sopher, Ariana M., Sally A. Shoop, Jesse Jr M. Stanley, and Brian T. Tracy. Image Analysis and Classification Based on Soil Strength. Defense Technical Information Center, 2016. http://dx.doi.org/10.21236/ad1014532.

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6

Fish, Anatoly M. Creep and Strength of Frozen Soil Under Triaxial Compression. Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada302885.

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7

Wieder, Wendy, and Sally Shoop. Vegetation impact on soil strength : a state of the knowledge review. Cold Regions Research and Engineering Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/22632.

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8

Semen, Peter M. A Generalized Approach to Soil Strength Prediction With Machine Learning Methods. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada464726.

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9

Delegard, Calvin H., Andrew J. Schmidt, and Jeffrey W. Chenault. Strength Measurements of Archive K Basin Sludge Using a Soil Penetrometer. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1034993.

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10

Germaine, John T. Characterization of the Shear Strength of Unsaturated Soils and the Role of Soil Moisture Characteristic Curves. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada517574.

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