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Gotowe bibliografie tematyczne / GEOMATERIAL SUBJECT

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Artykuły w czasopismach

Gotowa bibliografia na temat „GEOMATERIAL SUBJECT”

Autor: Grafiati

Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "GEOMATERIAL SUBJECT"

1

Kim, Minkwan, and Joo Hyoung Lee. "STUDY ON NONLINEAR PAVEMENT RESPONSES OF LOW VOLUME ROADWAYS SUBJECT TO MULTIPLE WHEEL LOADS / NETIESINĖS KELIO DANGOS PRIKLAUSOMYBĖS NUO MAŽO INTENSYVUMO KELIŲ, VEIKIAMŲ DAUGKARTINĖMIS RATŲ APKROVOMIS, TYRIMAS." Journal of Civil Engineering and Management 17, no. 1 (2011): 45–54. http://dx.doi.org/10.3846/13923730.2011.554012.

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This paper describes numerical analyses on low volume roads (LVRs) using a nonlinear three-dimensional (3D) finite element model (FEM). Various pavement scenarios are analyzed to investigate the effects of pavement layer thicknesses, traffic loads, and material properties on pavement responses, such as surface deflection and subgrade strain. Each scenario incorporates a different combination of wheel/axle configurations and pavement geomaterial properties to analyze the nonlinear behavior of thinly surfaced asphalt pavement. In this numerical study, nonlinear stress-dependent models are employ

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Bista, Hemanta, Sadrish Panthi, and Liangbo Hu. "Chemo-Mechanical Couplings at Granular Contact: The Effect of Mineral Dissolution and Precipitation across the Scales." Geotechnics 2, no. 1 (2022): 158–70. http://dx.doi.org/10.3390/geotechnics2010007.

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Strong interactions between mechanical deformation and chemical reactions may play a critical role in the response of geomaterials or geological systems to evolving environmental circumstances that may occur in both natural and engineered processes. The present study focuses on mineral dissolution and precipitation at the intergranular contact whose consequences are often manifested at the macro-scale where the mechanical and transport properties of the geomaterial may be altered. Discrete element modeling is employed to explore two applications involving such mineral transformations. The firs

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3

Rammelkamp, Kristin, Susanne Schröder, Alessandro Pisello, Gianluigi Ortenzi, Frank Sohl, and Vikram Unnithan. "Explorative Data Analysis Methods: Application to Laser-Induced Breakdown Spectroscopy Field Data Measured on the Island of Vulcano, Italy." Sensors 23, no. 13 (2023): 6208. http://dx.doi.org/10.3390/s23136208.

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One of the strengths of laser-induced breakdown spectroscopy (LIBS) is that a large amount of data can be measured relatively easily in a short time, which makes LIBS interesting in many areas, from geomaterial analysis with portable handheld instruments to applications for the exploration of planetary surfaces. Statistical methods, therefore, play an important role in analyzing the data to detect not only individual compositions but also trends and correlations. In this study, we apply two approaches to explore the LIBS data of geomaterials measured with a handheld device at different locatio

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Nova, R., R. Castellanza, and C. Tamagnini. "A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation." International Journal for Numerical and Analytical Methods in Geomechanics 27, no. 9 (2003): 705–32. http://dx.doi.org/10.1002/nag.294.

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5

Pathak, Shashank, and G. V. Ramana. "On Stress–Strain Function of Geomaterials Subjected to Blast-Loads." Indian Geotechnical Journal 51, no. 3 (2021): 520–38. http://dx.doi.org/10.1007/s40098-021-00527-6.

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Wang, Lu Jun, and Zhi Yong Ai. "Transient Thermal Response of a Multilayered Geomaterial Subjected to a Heat Source." KSCE Journal of Civil Engineering 22, no. 9 (2018): 3292–301. http://dx.doi.org/10.1007/s12205-018-2035-x.

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Mehra, Sagar, and Ashutosh Trivedi. "Pile Groups Subjected to Axial and Torsional Loads in Flow-Controlled Geomaterial." International Journal of Geomechanics 21, no. 3 (2021): 04021002. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0001928.

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Zhu, Wan Cheng, K. T. Chau, and Chun An Tang. "Numerical Simulation on Failure Patterns of Rock Discs and Rings Subject to Diametral Line Loads." Key Engineering Materials 261-263 (April 2004): 1517–22. http://dx.doi.org/10.4028/www.scientific.net/kem.261-263.1517.

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Brazilian test is a standardized test for measuring indirect tensile strength of rock and concrete disc (or cylinder). Similar test called indirect tensile test has also been used for other geomaterials. Although splitting of the disc into two halves is the expected failure mode, other rupture modes had also been observed. More importantly, the splitting tensile strength of rock can vary significantly with the specimen geometry and loading condition. In this study, a numerical code called RFPA2D (abbreviated from Rock Failure Process Analysis) is used to simulate the failure process of disc an

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9

Murray, Ian, and Alessandro Tarantino. "Mechanisms of failure in saturated and unsaturated clayey geomaterials subjected to (total) tensile stress." Géotechnique 69, no. 8 (2019): 701–12. http://dx.doi.org/10.1680/jgeot.17.p.252.

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Zhou, Xiao-Ping, and Chang-Qing Li. "Permeability prediction of porous geomaterials subjected to freeze-thaw cycles based on 3D reconstruction technology." Cold Regions Science and Technology 181 (January 2021): 103180. http://dx.doi.org/10.1016/j.coldregions.2020.103180.

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