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Bibliografias temáticas / Soil mechanics

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Literatura científica selecionada sobre o tema "Soil mechanics"

Autor: Grafiati

Publicado: 4 de junho de 2021

Última modificação: 25 de julho de 2025

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Artigos de revistas sobre o assunto "Soil mechanics"

1

Koyluoglu, U. "Soil mechanics for unsaturated soils." Soil Dynamics and Earthquake Engineering 12, no. 7 (1993): 449–50. http://dx.doi.org/10.1016/0267-7261(93)90011-f.

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2

Popescu, M. E. "Soil mechanics." Engineering Geology 22, no. 4 (1986): 381–82. http://dx.doi.org/10.1016/0013-7952(86)90009-8.

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3

Haeri, S. Mohsen. "Hydro-mechanical behavior of collapsible soils in unsaturated soil mechanics context." Japanese Geotechnical Society Special Publication 2, no. 1 (2016): 25–40. http://dx.doi.org/10.3208/jgssp.kl-3.

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4

Ackerman, A. F. "Unsaturated Soil Mechanics." Environmental and Engineering Geoscience 13, no. 1 (2007): 87–89. http://dx.doi.org/10.2113/gseegeosci.13.1.87.

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5

Berli, Markus, and Dani Or. "Unsaturated Soil Mechanics." Vadose Zone Journal 4, no. 2 (2005): 451. http://dx.doi.org/10.2136/vzj2005.0002br.

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Sterrett, Robert J. "Advanced Soil Mechanics." Eos, Transactions American Geophysical Union 66, no. 42 (1985): 714. http://dx.doi.org/10.1029/eo066i042p00714-02.

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Baker, Rafael, and Sam Frydman. "Unsaturated soil mechanics." Engineering Geology 106, no. 1-2 (2009): 26–39. http://dx.doi.org/10.1016/j.enggeo.2009.02.010.

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8

DJN. "Basic soil mechanics." Computers and Geotechnics 1, no. 1 (1985): 71. http://dx.doi.org/10.1016/0266-352x(85)90016-3.

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Jonhson, Professor C. E. "Agricultural soil mechanics." Soil and Tillage Research 6, no. 4 (1986): 378–79. http://dx.doi.org/10.1016/0167-1987(86)90036-x.

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Клубничкин, Evgeniy Klubnichkin, Клубничкин, et al. "Model of the interaction of elements of track supporting surface of harvester with soil." Forestry Engineering Journal 4, no. 4 (2015): 191–200. http://dx.doi.org/10.12737/8472.

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Analytical description of the interaction between the tracks with soil is quite difficult, although to date the physical and mechanical properties of soils are fairly well understood. However, the application of the laws of soil mechanics to describe the interaction of track with soil is not acceptable because of loading dynamism of soil with elements of track bearing surfaces. Therefore, to describe the process of interaction of track with soil the experimental data are used, which revealed some general patterns.

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Teses / dissertações sobre o assunto "Soil mechanics"

1

McDowell, Glenn Richard. "Clastic soil mechanics." Thesis, University of Cambridge, 1996. https://www.repository.cam.ac.uk/handle/1810/272016.

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2

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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3

Robert, Dilan Jeyachandran. "Soil-pipeline interaction in unsaturated soils." Thesis, University of Cambridge, 2010. https://www.repository.cam.ac.uk/handle/1810/265508.

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Pipelines that are used for the transport of energy and services are very important lifelines to modem society. Though pipelines are generally buried in unsaturated soils, the design guidelines are based on the assumption that the soil is either dry or fully saturated. For certain geotechnical problems, this assumption may not be acceptable because the water meniscus formed between soil particles creates an additional normal force between them by suction, which in turn forms temporary bonds. A recent series of large-scale physical model experiments at the Pipeline Engineering Research Laborato

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4

Rouhanifar, Salman. "Mechanics of soft-rgid soil mixtures." Thesis, University of Bristol, 2017. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.730886.

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Kim, Dong Gyou. "Development of a constitutive model for resilient modulus of cohesive soils." Columbus, Ohio : Ohio State University, 2004. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1078246971.

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Thesis (Ph. D.)--Ohio State University, 2004.<br>Title from first page of PDF file. Document formatted into pages; contains xxvi, 252 p.; also includes graphics. Includes abstract and vita. Co-advisors: Frank M. Croft and Tarunja S. Batalia, Dept. of Civil Engineering. Includes bibliographical references (p. 122-131).

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6

Li, Xu. "Dual-porosity structure and bimodal hydraulic property functions for unsaturated coarse granular soils /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20LI.

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7

Seig, D. A. "Soil compactability." Thesis, Cranfield University, 1985. http://dspace.lib.cranfield.ac.uk/handle/1826/3565.

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Subsoiling and deep loosening are widely used to alleviate soil compaction but little is known about the mechanics of the compaction process. Further information is required on the process that soil goes through during compaction, along with the effect on the amount of soil compaction of various tyre configurations. Such information will allow more confident recommendations to farmers on the suceptability of their soil to compaction. Experimental work was conducted where the soil deformtions of a light textured soil were monitored throughout the whole soil mass. The deformations in the soil we

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8

Yue, Peng. "A micro mechanical study of critical state soil mechanics using DEM." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/38060/.

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One of the greatest breakthroughs in soil mechanics was the development of Critical State Soil Mechanics (CSSM) in the 1950s and 1960s and the derivation of a continuum elasto-plastic constitutive model, namely Cam clay, which was the foundation for other continuum models for clays, and much later for sands. However, as yet there has been no micro mechanical analysis which explains the existence of such continuum models; such a micro perspective must take into account the discontinuous nature of soil. Without such insight, the engineer cannot understand which micro parameters affect soil behav

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9

Kwong, Chin Pang. "Field and laboratory experimental study of water infiltration in cracked soil /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20KWONG.

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Zhan, Liangtong. "Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability /." View Abstract or Full-Text, 2003. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202003%20ZHAN.

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Thesis (Ph. D.)--Hong Kong University of Science and Technology, 2003.<br>Includes bibliographical references (leaves 471-490). Also available in electronic version. Access restricted to campus users.

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Mais fontes

Livros sobre o assunto "Soil mechanics"

1

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

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

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3

Nova, Roberto. Soil Mechanics. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118587058.

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4

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

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5

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

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6

Smith, M. J. Soil mechanics. 4th ed. Longman, 1985.

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7

Nova, Roberto. Soil mechanics. ISTE, 2009.

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8

Craig, R. F. Soil mechanics. 4th ed. Van Nostrand, 1987.

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9

Craig, R. F. Soil mechanics. 6th ed. E & FN Spon, 1997.

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10

Craig, R. F. Soil mechanics. 4th ed. English Language Book Society, 1987.

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Capítulos de livros sobre o assunto "Soil mechanics"

1

Keaton, Jeffrey R. "Soil Mechanics." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_267-1.

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2

Calvert, J. R., and R. A. Farrar. "Soil Mechanics." In An Engineering Data Book. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-11310-1_11.

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3

Ohta, Hideki, Atsushi Iizuka, and Shintaro Ohno. "Soil Mechanics." In Geotechnics and Earthquake Geotechnics Towards Global Sustainability. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0470-1_13.

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4

Spellman, Frank R. "Soil Mechanics." In The Science of Land Subsidence. CRC Press, 2024. http://dx.doi.org/10.1201/9781003461265-4.

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5

Keaton, Jeffrey R. "Soil Mechanics." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_267.

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6

Perkins, Dexter, Kevin R. Henke, Adam C. Simon, and Lance D. Yarbrough. "Soil Mechanics." In Earth Materials. CRC Press, 2019. http://dx.doi.org/10.1201/9780429197109-15.

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7

Craig, R. F. "Basic Characteristics of Soils." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_1.

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8

Craig, R. F. "Seepage." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_2.

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9

Craig, R. F. "Effective stress." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_3.

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10

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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Trabalhos de conferências sobre o assunto "Soil mechanics"

1

Chua, Koon Meng, and Stewart W. Johnson. "Martian Soil Mechanics Considerations." In Sixth ASCE Specialty Conference and Exposition on Engineering, Construction, and Operations in Space. American Society of Civil Engineers, 1998. http://dx.doi.org/10.1061/40339(206)60.

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2

Hansen, N. E. Ottesen, B. C. Simonsen, and M. J. Sterndorff. "Soil Mechanics of Ship Beaching." In 24th International Conference on Coastal Engineering. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.219.

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3

Oldecop, L. A., and G. Rodari. "Unsaturated Soil Mechanics in Mining." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481677.014.

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4

Go, G. H., J. Lee, H. S. Shin, B. H. Rhu, and H. W. Jin. "Soil Mechanics in Vacuum Chamber." In 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481899.076.

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5

Rechenmacher, Amy. "Imaging-Based Experimental Soil Mechanics." In First Japan-U.S. Workshop on Testing, Modeling, and Simulation. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40797(172)38.

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6

Marques, Jose Couto. "Virtual tools for soil mechanics." In 2015 3rd Experiment International Conference (exp.at'15). IEEE, 2015. http://dx.doi.org/10.1109/expat.2015.7463248.

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7

Reece, A. R., and T. W. Grinsted. "Soil Mechanics Of Submarine Ploughs." In Offshore Technology Conference. Offshore Technology Conference, 1986. http://dx.doi.org/10.4043/5341-ms.

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8

Selvadurai, A. P. S., and J. Hu. "Mechanics of Buried Chilled Gas Pipelines." In 1996 1st International Pipeline Conference. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/ipc1996-1948.

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This paper examines the factors influencing the modelling of soil-pipeline interaction for a pipeline which is used to transport chilled gas. The soil-pipeline interaction is induced by the generation of discontinuous frost heave at a boundary between soils with differing frost susceptibility. The three-dimensional modelling takes into consideration the time-dependent evolution of frost heave due to moisture migration, the creep and elastic behaviour of the frozen soil and flexural behaviour of the embedded pipeline. The results of the computational model are compared with experimental results

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9

Alonso, E. E. "Field Applications of Unsaturated Soil Mechanics." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40860(192)1.

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Miller, Debora J., and John D. Nelson. "Osmotic Suction in Unsaturated Soil Mechanics." In Fourth International Conference on Unsaturated Soils. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)114.

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Relatórios de organizações sobre o assunto "Soil mechanics"

1

Drumm, E. C. Soil mechanics and analysis of soils overlying cavitose bedrock. Office of Scientific and Technical Information (OSTI), 1987. http://dx.doi.org/10.2172/5998770.

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2

Wells, Beric E., Renee L. Russell, Lenna A. Mahoney, et al. Hanford Sludge Simulant Selection for Soil Mechanics Property Measurement. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/986706.

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3

Klammler, Harald. Introduction to the Mechanics of Flow and Transport for Groundwater Scientists. The Groundwater Project, 2023. http://dx.doi.org/10.21083/gxat7083.

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Starting from Newton’s laws of motion and viscosity, this book is an introduction to fundamental aspects of fluid dynamics that are most relevant to groundwater scientists. Based on a perspective of driving versus resisting forces that govern the motion of a fluid, the author derives Darcy’s law for flow through porous media by drawing an analogy to Bernoulli’s law for fluid with negligible viscosity. By combining the effects of gravity and pressure, the author identifies hydraulic head as a convenient numerical quantity to represent the force driving groundwater flow. In contrast to the physi

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4

Tordesillas, Antoinette. A Large Deformation Finite Element Analysis of Soil-Tire Interaction Based on the Contact Mechanics Theory of Rolling and/or Sliding Bodies. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada384198.

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5

Bray, Jonathan, Ross Boulanger, Misko Cubrinovski, et al. U.S.—New Zealand— Japan International Workshop, Liquefaction-Induced Ground Movement Effects, University of California, Berkeley, California, 2-4 November 2016. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/gzzx9906.

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There is much to learn from the recent New Zealand and Japan earthquakes. These earthquakes produced differing levels of liquefaction-induced ground movements that damaged buildings, bridges, and buried utilities. Along with the often spectacular observations of infrastructure damage, there were many cases where well-built facilities located in areas of liquefaction-induced ground failure were not damaged. Researchers are working on characterizing and learning from these observations of both poor and good performance. The “Liquefaction-Induced Ground Movements Effects” workshop provided an opp

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6

Banin, Amos, Joseph Stucki, and Joel Kostka. Redox Processes in Soils Irrigated with Reclaimed Sewage Effluents: Field Cycles and Basic Mechanism. United States Department of Agriculture, 2004. http://dx.doi.org/10.32747/2004.7695870.bard.

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The overall objectives of the project were: (a) To measure and study in situ the effect of irrigation with reclaimed sewage effluents on redox processes and related chemical dynamics in soil profiles of agricultural fields. (b) To study under controlled conditions the kinetics and equilibrium states of selected processes that affect redox conditions in field soils or that are effected by them. Specifically, these include the effects on heavy metals sorption and desorption, and the effect on pesticide degradation. On the basis of the initial results from the field study, increased effort was de

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7

Inc., Kellogg Brown and Root. L51989 Submarine Pipeline On-Bottom Stability-Volume 1-Analysis and Design Guidelines. Pipeline Research Council International, Inc. (PRCI), 2002. http://dx.doi.org/10.55274/r0011168.

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The state-of-the-art in Pipeline stability design has been changing very rapidly recently. The physics governing on-bottom stability are much better understood now than they were eight years ago. This is due largely because of research and large scale model tests sponsored by PRCI. Analysis tools utilizing this new knowledge have been developed. These tools provide the design engineer with a rational approach for weight coating design, which he can use with confidence because the tools have been developed based on full scale and near full scale model tests. These tools represent the state-of-t

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Zak, Donald. Microbial Mechanisms Enhancing Soil C Storage. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1221217.

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Avnimelech, Yoram, Richard C. Stehouwer, and Jon Chorover. Use of Composted Waste Materials for Enhanced Ca Migration and Exchange in Sodic Soils and Acidic Minespoils. United States Department of Agriculture, 2001. http://dx.doi.org/10.32747/2001.7575291.bard.

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Restoration of degraded lands and the development of beneficial uses for waste products are important challenges facing our society. In addition there is a need to find useful and environmentally friendly applications for the organic fractions of municipal and other solid waste. Recent studies have shown that composted wastes combined with gypsum or gypsum-containing flue gas desulfurization by-products enhance restoration of sodic soils and acidic minespoils. The mechanism by which this synergistic effect occurs in systems at opposite pH extremes appears to involve enhanced Ca migration and e

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López-Soto, Jamie F., and Bryant A. Robbins. Laboratory measurements of the erodibility of gravelly soils. U.S. Army E ngineer Research and Development Center, 2021. http://dx.doi.org/10.21079/11681/42443.

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The critical shear stress and erodibility of soil are fundamental parameters for modeling embankment breaching. Unfortunately, very few studies have examined the erosion characteristics of soils consisting predominantly of particles larger than sand. This report presents results of an experimental study in which the erosion characteristics of gravelly soils were measured. A flume apparatus was developed in which 0.45-m-square samples were extruded into confined flow. A mechanical laser system allowed the measurement of scour in real time, resulting in a continuous and automated erosion test. T

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