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Articoli di riviste sul tema "Soil mechanics"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 25 luglio 2025

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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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6

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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7

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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9

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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10

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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Abstract (sommario):

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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11

Qin, Hong Fei, and Yan Ke Liu. "An Inductive Method for Soil Mechanics." Applied Mechanics and Materials 423-426 (September 2013): 1317–20. http://dx.doi.org/10.4028/www.scientific.net/amm.423-426.1317.

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Soil Mechanics, as one of the most important basic courses in civil engineering, hydraulic engineering and other courses, mainly analyzes the questions of deformation and stability of the soli body. The undergraduates begin to learn soil mechanics after finishing advanced mathematics, college physics, theoretical mechanics and mechanics of materials. The objects researched in the above-mentioned courses are idealised, so the rigorous mathematic deduction is feasible and only a few hypotheses are needed. Soil is different from other materials, so inevitably the methodology and thinking mode in

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12

Fredlund, Delwyn G. "The 1999 R.M. Hardy Lecture: The implementation of unsaturated soil mechanics into geotechnical engineering." Canadian Geotechnical Journal 37, no. 5 (2000): 963–86. http://dx.doi.org/10.1139/t00-026.

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The implementation of unsaturated soil mechanics into geotechnical engineering practice requires that there be a paradigm shift from classical soil mechanics methodology. The primary drawback to implementation has been the excessive costs required to experimentally measure unsaturated soil properties. The use of the soil-water characteristic curve has been shown to be the key to the implementation of unsaturated soil mechanics. Numerous techniques have been proposed and studied for the assessment of the soil-water characteristic curves. These techniques range from direct laboratory measurement

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13

Wei, Xin, Chongyang Gao, and Ke Liu. "A Review of Cracking Behavior and Mechanism in Clayey Soils Related to Desiccation." Advances in Civil Engineering 2020 (August 14, 2020): 1–12. http://dx.doi.org/10.1155/2020/8880873.

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Cracks in clayey soils are common during desiccation. The presence of cracks significantly alters the mechanical and hydraulic properties of soils. The objective of this article is to summarize the works on cracking behavior and mechanism in clayey soils related to desiccation. Historical field investigations, laboratory experimentations, identified mechanisms, and numerical approaches for modeling the process of cracking during desiccation are discussed. The experimental approaches for interpreting the mechanisms of cracking are systematically summarized and comprehensively reviewed based on

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14

Likos, William J. "Experimental Unsaturated Soil Mechanics." Vadose Zone Journal 9, no. 1 (2010): 196. http://dx.doi.org/10.2136/vzj2009.0115br.

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15

Einav, Itai. "Soil mechanics: breaking ground." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences 365, no. 1861 (2007): 2985–3002. http://dx.doi.org/10.1098/rsta.2007.0009.

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In soil mechanics, student's models are classified as simple models that teach us unexplained elements of behaviour; an example is the Cam clay constitutive models of critical state soil mechanics (CSSM). ‘Engineer's models’ are models that elaborate the theory to fit more behavioural trends; this is usually done by adding fitting parameters to the student's models. Can currently unexplained behavioural trends of soil be explained without adding fitting parameters to CSSM models, by developing alternative student's models based on modern theories? Here I apply an alternative theory to CSSM, ca

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16

Debreczeny, P. A. "Rock and soil mechanics." Geotextiles and Geomembranes 9, no. 2 (1990): 199–200. http://dx.doi.org/10.1016/0266-1144(90)90014-4.

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17

Li, A. L. "Mechanics of reinforced soil." Canadian Geotechnical Journal 38, no. 6 (2001): 1366. http://dx.doi.org/10.1139/t01-050.

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18

Maranha das Neves, Emanuel. "Teaching modern soil mechanics." Soils and Rocks 47, no. 2 (2024): e2024006823. http://dx.doi.org/10.28927/sr.2024.006823.

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The important role of the critical state theory in the modern soil mechanics is undeniable. It is true that the number of soil mechanics courses that not cover this subject is progressively decreasing. However, when the critical state theory is introduced, this topic cannot be seen as a simple extension of the classic soil mechanics. On the contrary, it is essential that some significant differences between modern and classic soil mechanics are adequately clarified and understood. This subject is a relevant objective of this paper, besides the large benefits brought by the modern soil mechanic

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19

Wardani, Sri Prabandiyani Retno, Muhrozi Muhrozi, Andi Retno Ari Setiaji, and Danny R. Riwu. "Stabilisasi Tanah Ekspansive dengan Menggunakan Tanah Putih untuk Tanah Dasar di Daerah Godong Kabupaten Grobogan Jawa Tengah." MEDIA KOMUNIKASI TEKNIK SIPIL 24, no. 1 (2018): 1. http://dx.doi.org/10.14710/mkts.v24i1.16275.

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Problematic soils such as expansive soils are common in Indonesia. There are several methods to overcome the damage caused by expansive soil, such as by mixing the soil with additives. Some researchers have conducted research by mixing additives into expansive soil (cement, lime, fly ash etc), which work to increase soil strength and reduce swelling. Considering that the people in Buraen Village of Kabupaten Kupang use white soil as a substitute for cement, where the white soil has chemical constituents almost the same as those owned by cement, and contain CaO as it has lime, it is necessary t

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20

Baudet, Béatrice A. "Critical State Soil Mechanics: A Pore-Based Perspective." IOP Conference Series: Earth and Environmental Science 1480, no. 1 (2025): 012093. https://doi.org/10.1088/1755-1315/1480/1/012093.

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Abstract The characterization and modelling of geomaterials at the microscale have typically been focused on soil particles although voids constitute a significant part of soils and play an important role in soil behaviour. Departing from the recent studies on particle arrangement and discrete element modelling of clays, this lecture highlights how clay behaviour can be effectively described at the microscale in terms of pores, and how this can be linked to the mechanical behaviour observed at the mesoscale. To that purpose, a series of compression and shearing tests was carried out on reconst

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21

Beckett, Christopher, Andy Fourie, and David Toll. "Water repellent soils: the case for unsaturated soil mechanics." E3S Web of Conferences 9 (2016): 11011. http://dx.doi.org/10.1051/e3sconf/20160911011.

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22

Hettiaratchi, D. R. P. "A critical state soil mechanics model for agricultural soils." Soil Use and Management 3, no. 3 (1987): 94–105. http://dx.doi.org/10.1111/j.1475-2743.1987.tb00718.x.

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23

JOHNSTON, I. W., and E. A. NOVELLO. "SOIL MECHANICS, ROCK MECHANICS AND SOFT ROCK TECHNOLOGY." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 107, no. 1 (1994): 3–9. http://dx.doi.org/10.1680/igeng.1994.25715.

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24

Galindo-Torres, Sergio Andres, Alexander Scheuermann, David Williams, and Hans Mühlhaus. "Micro-Mechanics of Contact Erosion." Applied Mechanics and Materials 553 (May 2014): 513–18. http://dx.doi.org/10.4028/www.scientific.net/amm.553.513.

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Abstract (sommario):

In the present paper a simulation framework is presented coupling the mechanics of fluids and solids to study the contact erosion phenomenon. The fluid is represented by the Lattice Boltzmann Method (LBM) and the soil particles are modeled using the Discrete Element Method (DEM). The coupling law considers accurately the momentum transfer between both phases. A soil composed of particles of two distinct sizes is simulated by the DEM and then hydraulically loaded with an LBM fluid. It is observed how the hydraulic gradient compromises the stability of the soil by pushing the smaller particles i

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25

Morris, Peter H., J. Graham, and David J. Williams. "Cracking in drying soils." Canadian Geotechnical Journal 29, no. 2 (1992): 263–77. http://dx.doi.org/10.1139/t92-030.

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Cracking in soils that are undergoing drying is controlled by soil suctions and by soil properties such as compression modulus, Poisson's ratio, shear strength, tensile strength, and specific surface energy. The paper reviews the occurrence and morphology of cracks in dry-climate regions of Australia and Canada. After reviewing the behaviour of unsaturated soils and the mechanics of cracking, solutions are developed based on (i) elasticity theory, (ii) the transition between tensile and shear failure, and (iii) linear elastic fracture mechanics. The solutions are compared and related to crack

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26

Brown, S. F. "Soil mechanics in pavement engineering." Géotechnique 46, no. 3 (1996): 383–426. http://dx.doi.org/10.1680/geot.1996.46.3.383.

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27

McDowell, G. R., and M. D. Bolton. "Micro Mechanics of Elastic Soil." Soils and Foundations 41, no. 6 (2001): 147–52. http://dx.doi.org/10.3208/sandf.41.6_147.

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28

Jefferson, Ian, and Ian Smalley. "Soil mechanics in engineering practice." Engineering Geology 48, no. 1-2 (1997): 149–50. http://dx.doi.org/10.1016/s0013-7952(97)81919-9.

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29

M.J.K. "Rheological fundamentals of soil mechanics." Computers and Geotechnics 2, no. 6 (1986): 389–90. http://dx.doi.org/10.1016/0266-352x(86)90032-7.

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30

Nieuwenhuis, J. D. "Rheological Fundamentals of Soil Mechanics." Engineering Geology 26, no. 1 (1988): 102. http://dx.doi.org/10.1016/0013-7952(88)90009-9.

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31

Das, Braja M. "Handbook of soil mechanics, Vol. 3. Soil mechanics of earthworks, foundations and highway engineering." Engineering Geology 29, no. 2 (1990): 191–92. http://dx.doi.org/10.1016/0013-7952(90)90007-n.

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32

Surajit, Ghoshal, S. Dedalal S., and C. Lahiri S. "Comparative study on the geographical, physical and engineering properties of soils of West Bengal. Part-II : Field test (experimental methods) working equations and engineering properties of soils of North Bengal." Journal of Indian Chemical Society Vol. 86, Jul 2009 (2009): 703–10. https://doi.org/10.5281/zenodo.5814137.

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Department of Chemistry, Kalyani University, Kalyani-741 235. West Bengal, India Soil Mechanics Section, River Research Institute, West Bengal, P.O. HRRI, Nadia, West Bengal, India Emeritus Fellow, AICTE, Kalyani Government Engineering College, Kalyani-741 235, West Bengal, India <em>E-mail</em> : sujitclahiri@yahoo.com <em>Manuscript received 10 December 2007, revised 27 February 2009, accepted 19 March 2009</em> The experimental methods for the determination of mechanical properties of soils based on field tests, the basic equations for the determination of the design values of the bearing c

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33

Braun, A. L., and Armando M. Awruch. "An Efficient Model for Numerical Simulation of the Mechanical Behavior of Soils. Part 2: Applications." Soils and Rocks 36, no. 2 (2013): 171–82. http://dx.doi.org/10.28927/sr.362171.

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A numerical model to simulate the mechanical behavior of soils was introduced in Part 1 of this paper (also published in this issue). Detailed information about the analytical model were presented, where the critical state theory for soil mechanics was considered in the context of the elastoplastic formulation. Moreover, an efficient numerical formulation to deal with nonlinear applications was also presented, featuring important characteristics such as reduced integration techniques, explicit integration of the constitutive equation and a corotational formulation for the kinematical descripti

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34

Saffari, R., E. Nikooee, and G. Habibagahi. "The effect of microbial calcite precipitation on the retention properties of unsaturated fine-grained soils: discussion of the governing factors." E3S Web of Conferences 195 (2020): 05009. http://dx.doi.org/10.1051/e3sconf/202019505009.

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In recent years, biogeotechnology has been introduced as a novel and environmentally friendly technique for soil improvement. The need to address global warming and the adverse environmental effects of the chemical additives have led to the emergence and development of the techniques which use calcite producing microorganisms in order to improve soil mechanical properties. While the effects of microbial induced calcite precipitation (MICP) on the hydraulics and mechanics of saturated coarse-grained soils have been well examined and studied, there is not yet much information on the effects thes

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35

Arenson, Lukas U., Sarah M. Springman, and Dave C. Sego. "The Rheology of Frozen Soils." Applied Rheology 17, no. 1 (2007): 12147–1. http://dx.doi.org/10.1515/arh-2007-0003.

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Abstract The rheological behaviour of frozen soils depends on a number of factors and is complex. Stress and temperature histories as well as the actual composition of the frozen soil are only some aspects that have to be considered when analysing the mechanical response. Recent improvements in measuring methods for laboratory investigations as well as new theoretical models have assisted in developing an improved understanding of the thermo-mechanical processes at play within frozen soils and representation of their response to a range of perturbations. This review summarises earlier work and

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36

Fang, Ying Guang, Jia Liu, and Zhi Liang Dong. "Soil Elastic-Plastic Rotation Gradient Theory Based on Grain Size Factor and its Finite Element Implementation." Advanced Materials Research 779-780 (September 2013): 420–24. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.420.

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Soil is the most common discontinuous granular material in the geotechnical engineering and its physical and mechanical properties have obvious grain size effect. In view of the insufficient of classical continuum mechanics and existing discrete mechanics, the matrix-reinforcing particles cell element model of soil introduces to account for the grain size effect and microstructure of the soil; then, based on the rotation gradient theory, the elastic-plastic stress-strain relations of soil with grain size factor obtains; finally, using the principle of virtual work establishes the corresponding

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37

Gaskin, Paul N. "An introduction to the mechanics of soils and foundations through critical state soil mechanics." Canadian Geotechnical Journal 31, no. 2 (1994): 318. http://dx.doi.org/10.1139/t94-038.

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38

Toll, D. "An introduction to the mechanics of soils and foundations: Through critical state soil mechanics." Geotechnical and Geological Engineering 11, no. 2 (1993): 155–56. http://dx.doi.org/10.1007/bf00423341.

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39

Ravshanov, Hamrokul, Farmon Mamatov, Odil Primov, Shakhnoza Khazratkulova, and Dilshod Baratov. "Study on technological properties of winter wheat soils." E3S Web of Conferences 304 (2021): 03010. http://dx.doi.org/10.1051/e3sconf/202130403010.

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The aim of the study is to study and analyze the physical, mechanical and technological properties of soils from under winter grain crops in the hot climate of Uzbekistan. The results of determining the moisture content, density, hardness and resistance to various deformations of soils after harvesting winter wheat are presented. The basic principles and methods of classical mechanics, mathematical analysis and statistics were used in this study. Studies have found that, in the layer 0-30, the soil moisture for ten days after harvesting winter cereals decreases by 12.1-16.3%, and the soil hard

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40

Andreghetto, Dionatas, Lucas Festugato, Gustavo Miguel, and Andressa Silva. "Automated true triaxial apparatus development for soil mechanics investigation." Soils and Rocks 45, no. 2 (2022): 1–10. http://dx.doi.org/10.28927/sr.2022.077321.

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Soil mechanical fully understanding requires considering a three dimensional approach, including soil response under the second principal stress and its potential anisotropy. In order to achieve such soil mechanical understanding, a true triaxial apparatus might be used. Therefore, in the present research an automated true triaxial apparatus was developed comprising its cubical cell, data acquisition and stress control systems. The manufactured apparatus was validated by means a laboratory test campaign where true triaxial test responses were compared to standard drained triaxial tests. True t

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41

Bertrand, GBAFFONOU, TANKPINOU KIKI Yvette, TOHOUNGBA Virtus, and S. GBAGUIDI Victor. "State of the Art in Unsaturated Soil Testing." Journal of Scientific and Engineering Research 8, no. 7 (2021): 59–73. https://doi.org/10.5281/zenodo.10608732.

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<strong>Abstract</strong> In most soil mechanics laboratories, studies on soil behaviour are systematically carried out under saturated conditions in accordance with the TERZAGHI postulate. However, due to climatic conditions (arid, semi-arid, extreme continental), soils are often in a state of unsaturation and no longer meet Terzaghi's laws. These soils undergo alternating dry and wet seasons and are subject to drainage and humidification cycles. Depending on their nature, and especially in the case of fine soils, these variations in water status can lead to disorders due to phenomena such as

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42

Chen, Liuxin, Javad Ghorbani, Amir Tophel, and Jayantha Kodikara. "An unsaturated soil mechanics approach for performance-based intelligent compaction." E3S Web of Conferences 382 (2023): 12002. http://dx.doi.org/10.1051/e3sconf/202338212002.

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Intelligent compaction involves using instrumented rollers to provide real-time monitoring of the compacted ground using sensors such as accelerometers and GPS. This technology has the potential to improve productivity and uniformity in construction but its advancement is currently impeded due toinaccurate estimation of the physical ground properties, such as dry density, and the absence of robust quantitative models to predict the effect of compaction on the long-term performance of unsaturated soils under repeated loads. In this study, the compaction of the soil layers and subsequent deforma

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43

Shang, Min, Qiang Xu, Shu Cai Li, and Lan Xin Zhang. "Research on Engineering Geology Properties of Residual Diorite in Jinan, Shandong Province, China." Advanced Materials Research 594-597 (November 2012): 434–38. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.434.

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Residual soils are weathering products of rocks that are commonly found under unsaturated conditions. Residual soil is one of special soils, and its engineering geology property is usually different because of the difference of resource rock type, the geology environment and weathering condition. By the means of analysis of the data attained by the methods of field exploration, laboratory test and testing in-situ, the physical and mechanical properties of the residual diorite in Jinan were studied deeply. It is proved that the stratigraphic section of the soil can be classified as two layers o

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44

Krisnanto, S., E. Susila, A. Sahadewa, H. Nawir, E. Rismantojo, and D. Apriadi. "Introduction of unsaturated soil mechanics in Indonesia to improve the understanding on geotechnical engineering-related infrastructure problems." IOP Conference Series: Earth and Environmental Science 1065, no. 1 (2022): 012001. http://dx.doi.org/10.1088/1755-1315/1065/1/012001.

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Abstract Several geotechnical engineering-related infrastructure problems cannot be quantified comprehensively using classical soil mechanics for saturated soils. This emphasizes the need of analysis using the framework of unsaturated soil mechanics (USM). The graduate course on soil mechanics for unsaturated soils is provided in Bandung Institute of Technology (ITB) to answer these challenges. The understanding on geotechnical engineering-related infrastructure problems in Indonesia is improved in the course. The understanding on the basic topics in USM is emphasized throughout the course. Th

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45

Yang, Hong Xia. "Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect." Applied Mechanics and Materials 90-93 (September 2011): 213–16. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.213.

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According to the operating characteristics of pile which under the horizontal axial load effect,a mechanical model of pile and its surrounding soil interaction with pile shaft under horizontal axial load within elastic semi-infinite foundation was established.Based on the theory of elastic mechanics,mechanics of materials,soil mechanics,etc,solutions to undetermined parameters of mechanical models are deduced.The model in this paper has solid theoretical basis,few parameters,simple determine,and can reflect distributed rule of lateral soil resistance.Through the comparison of static loab test

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46

Alonso-Marroquin, Fernando, Hans Muhlhaus, and Hans Herrmann. "Micromechanical investigation of soil plasticity using a discrete model of polygonal particles." Theoretical and Applied Mechanics 35, no. 1-3 (2008): 11–28. http://dx.doi.org/10.2298/tam0803011a.

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The mechanical behavior of soils has been traditionally described using continuum-mechanics-based models. These are empirical relations based on laboratory tests of soil specimens. The investigation of the soils at the grain scale using discrete element models has become possible in recent years. These models have provided valuable understanding of many micromechanical aspects of soil deformation. The aim of this work is to draw together these two approaches in the investigation of the plastic deformation of non-cohesive soils. A simple discrete element model has been used to evaluate the effe

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47

Morgun, Alla, Roman Lebid, Ivan Meth, and Oleg Krotov. "BOUNDARY ELEMENT METHOD IN THE MECHANICS OF GRANULAR SOIL MEDIA." Modern technology, materials and design in construction 37, no. 2 (2025): 75–79. https://doi.org/10.31649/2311-1429-2024-2-75-79.

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The article presents a comprehensive approach to modeling the behavior of a bored pile in a nonlinear soil foundation using the numerical boundary element method (BEM). Considering the complex nature of soils as a dispersed medium, the study accounts for elastic-plastic properties and dilatancy effects under shear loading. The main focus is on formalizing the transition of soil into a plastic state based on the non-associated flow rule and the Mises–Schleicher–Botkin yield criterion. The computational model includes 28 parameters, of which 10 are physical and mechanical properties of the soil,

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48

Zhang, Dan, Yulong Gao, Guangya Wang, and Guanzhong Wu. "Apparatus development for contact mechanics of energy pile-soil interface." E3S Web of Conferences 205 (2020): 05009. http://dx.doi.org/10.1051/e3sconf/202020505009.

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An Energy Pile-Soil Interface Characteristic Apparatus (EPSICA) was developed to investigate the contact mechanics of the pile-soil interface. In the center of the apparatus, there is an energy pile model, around which different soil can be filled to simulate pile in different subsoil. The soil can be saturated. By applying loads on the top of the soil, the different depths were simulated. The temperature of energy piles was controlled by the cycling fluid with a water bath. The Pt100 sensors were installed in the pile and soil to measure the temperature changes. The miniature earth pressure c

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49

Konovalov, P. A., V. P. Konovalov, and F. F. Zekhniev. "TERMINOLOGICAL DICTIONARY ON FOUNDATION ENGINEERING, SOIL MECHANICS AND SOIL SCIENCE." Engineering Geology World 14, no. 2 (2019): 82. http://dx.doi.org/10.25296/1993-5056-2019-14-2-82.

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Chuyanov, Dustmurod, Golib Shodmonov, Ibrat Ismailov, Gayrat Ergashov, and Akramjon Sadikov. "Traction resistance of the combined machine plough." E3S Web of Conferences 264 (2021): 04036. http://dx.doi.org/10.1051/e3sconf/202126404036.

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Abstract (sommario):

Subsoils are widely used on tillage and combination machines. The tiller of the combined machine for preparing the soil for sowing melons and gourds carries out strip loosening of the subsoil layers. The study aims to theoretically determine the traction resistance of a soil deepener of a combined machine for preparing the soil for sowing melons and gourds. The study uses the basic provisions of mathematics, theoretical mechanics, and agricultural mechanics. In studies, it is assumed that the destruction of the soil under the influence of the drill bit occurs by separation. The total traction

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