Academic literature on the topic 'Undrained Condition'
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Journal articles on the topic "Undrained Condition"
Tang, Bin, Zhe Zeng, and Yan Xia Gong. "The Empirical Formula Research and the Test for the Soft Clay Coupled Consolidation and Creep Character in Different Drainage Conditions." Applied Mechanics and Materials 90-93 (September 2011): 1819–23. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1819.
Full textDołżyk-Szypcio, Katarzyna. "Stress-strain behaviour of Toyoura sand in undrained triaxial compression." E3S Web of Conferences 92 (2019): 15010. http://dx.doi.org/10.1051/e3sconf/20199215010.
Full textHsieh, P. G., and C. Y. Ou. "Analysis of Nonlinear Stress and Strain in Clay under the Undrained Condition." Journal of Mechanics 27, no. 2 (June 2011): 201–13. http://dx.doi.org/10.1017/jmech.2011.24.
Full textLeong, W. K., and J. Chu. "Effect of undrained creep on instability behaviour of loose sand." Canadian Geotechnical Journal 39, no. 6 (December 1, 2002): 1399–405. http://dx.doi.org/10.1139/t02-076.
Full textISHIZAKI, Hitoshi. "Deformation analysis of composite groud under undrained condition." Doboku Gakkai Ronbunshu, no. 448 (1992): 53–62. http://dx.doi.org/10.2208/jscej.1992.448_53.
Full textFattah, M. Y., F. A. Salman, Y. J. Al-Shakarchi, and A. M. Raheem. "Coupled pile-soil interaction analysis in undrained condition." Journal of Central South University 20, no. 5 (May 2013): 1376–83. http://dx.doi.org/10.1007/s11771-013-1625-5.
Full textNakata, Yukio, Tetsuya Tashita, Hiromu Chibana, and Kenji Matsukata. "Effect of drainage and saturation on undrained shear strength for compacted sandy soils." E3S Web of Conferences 92 (2019): 07003. http://dx.doi.org/10.1051/e3sconf/20199207003.
Full textSun, Wen Jing, De An Sun, and Jin Yi Zhang. "Undrained Behavior of Unsaturated Bentonite-Sand Mixture." Advanced Materials Research 446-449 (January 2012): 1454–57. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1454.
Full textHsu, Shih Tsung, Wen Chi Hu, Yu Heng Lin, and Zhuo Ling. "A Characteristic and a Precisely Constitutive Model for Undrained Clay." Materials Science Forum 975 (January 2020): 203–7. http://dx.doi.org/10.4028/www.scientific.net/msf.975.203.
Full textLi, Xuefeng, Wendong Xu, Lei Chang, and Wenwei Yang. "Shear Behaviour of Aeolian Sand with Different Density and Confining Pressure." Applied Sciences 12, no. 6 (March 16, 2022): 3020. http://dx.doi.org/10.3390/app12063020.
Full textDissertations / Theses on the topic "Undrained Condition"
MARTINELLI, DANIELE. "Mechanical behaviour of conditioned material for EPBS tunnelling." Doctoral thesis, Politecnico di Torino, 2016. http://hdl.handle.net/11583/2647481.
Full textAbdul-Hussain, Najlaa. "Experimental Study on the Engineering Properties of Gelfill." Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/19852.
Full textMaghsoodi, Soheib. "Thermo-mechanical behavior of soil-structure interface under monotonic and cyclic loads in the context of energy geostructures." Electronic Thesis or Diss., Université de Lorraine, 2020. http://www.theses.fr/2020LORR0031.
Full textIncorporation of heat exchangers in conventional geostructures like piles can extract the heat from the soil for heating purposes and inject it to the soil for cooling purposes. In recent years, research has been conducted at full and laboratory scale to investigate the effect of temperature on the geotechnical behavior of these energy geostructures as well as on the surrounding soil. Indeed, these energy geostructures can be subjected to cyclic mechanical loads and thermal variations throughout their lifetime. The aim of this study was to deepen the understanding regarding the behavior of sand/clay-structure contact under complex thermo-mechanical loads. A temperature-controlled direct shear device to perform monotonic and cyclic constant normal load or constant normal stiffness tests was developed. The response of the interface to the thermal effects on the mechanical behaviour of soils and soil-structure interface was investigated. Fontainebleau sand and kaolin clay were used as proxies for sandy and clayey soils. The results showed that the applied thermal variations have a negligible effect on the shear strength of the sand and sand-structure interface. In clay samples the temperature increase, increased the cohesion and consequently the shear strength, due to thermal contraction during heating. The adhesion of the clay-structure interface, was less than the cohesion of the clay samples. To investigate the mechanical cyclic load effects on the clay-structure interface at different temperatures, monotonic and cyclic constant-volume equivalent-undrained direct shear tests were performed on clay-clay and clay-structure interface at different temperatures. The results showed that, the number of cycles to failure for the clay-structure interface test was lower than that for the clay-clay case in the same range of cyclic and average shear stress ratios. Increasing the temperature, decreased the rate of strain accumulation and the number of cycles to failure increased by 2-3 times. The rate of degradation (degradation parameter, t) decreased by 16% with heating from 22 to 60oC for the different cyclic stress ratios tested. A non-isothermal soil-structure interface model based on critical state theory was then developed. The non-isothermal model takes into account the effect of temperature on the void ratio of interface prior to shearing. The model is capable to capture the effect of temperature on soil-structure interface under constant normal load and constant normal stiffness conditions for both sandy and clayey interfaces. The additional parameters have physical meanings and can be determined from classical laboratory tests. The formulation is in good agreement with the experimental results and the main trends are properly reproduced
Ribeiro, Miguel Nuno Santiago. "Constitutive modelling of sands under undrained conditions based on generalized plasticity premises." Master's thesis, 2014. https://repositorio-aberto.up.pt/handle/10216/73919.
Full textRibeiro, Miguel Nuno Santiago. "Constitutive modelling of sands under undrained conditions based on generalized plasticity premises." Dissertação, 2014. https://repositorio-aberto.up.pt/handle/10216/73919.
Full textBook chapters on the topic "Undrained Condition"
Chouksey, Sandeep Kumar. "Stress–Strain Behavior of Municipal Solid Waste in Undrained Loading Condition." In Lecture Notes in Civil Engineering, 1063–67. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_78.
Full textXiong, X., S. Okino, R. Mikami, T. Tsunemoto, X. Y. Qiu, Y. Kurimoto, and F. Zhang. "Hydro-mechanical Properties of Unsaturated Decomposed Granite in Triaxial Compression Test Under Drained-Vented/Undrained-Unvented Condition." In Computational and Experimental Simulations in Engineering, 127–33. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-27053-7_13.
Full textIsaac, Dipty Sarin, Kodi Rangaswamy, and S. Chandrakaran. "Influence of Initial Conditions on Undrained Response of Soft Clays." In Lecture Notes in Civil Engineering, 121–29. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0899-4_15.
Full textBhat, Ilyas, S. Rupali, and Arvind Kumar. "Seismic Stability of Nailed Slopes for Undrained and Drained Conditions." In Lecture Notes in Civil Engineering, 197–209. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6564-3_18.
Full textArangelovski, Goran, and Ikuo Towhata. "Accumulated Deformation of Sand in One-Way Cyclic Loading under Undrained Conditions." In Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, 653–62. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_46.
Full textRezania, Mohammad, and Guotao Ma. "Stress-Strain Modelling of Soils in Drained and Undrained Conditions Using a Multi-model Intelligent Approach." In Information Technology in Geo-Engineering, 419–28. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-32029-4_36.
Full textAbhijith, T. K., Majid Hussain, and Ajanta Sachan. "Effect of Stress History on Stress–Strain and Volumetric Response of Laterite Soil Under Undrained and Drained Conditions." In Lecture Notes in Civil Engineering, 91–103. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0886-8_8.
Full textSeethalakshmi, P., and Ajanta Sachan. "A Comparative Study on Shear Behavior of Pure Sand and Micaceous Sand Under Undrained Monotonic and Dynamic Loading Conditions." In Lecture Notes in Civil Engineering, 49–66. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0886-8_5.
Full textZhou, Jian, Jiajia Yan, Yang Cao, and Xiaonan Gong. "Intact soft clay responses to cyclic principal stress rotation in undrained condition." In Advances in Transportation Geotechnics 2, 649–54. CRC Press, 2012. http://dx.doi.org/10.1201/b12754-98.
Full textNishimura, T., and J. Koseki. "Pore pressure under undrained condition for compacted unsaturated silty soil having a low matric suction." In Unsaturated Soils, 335–40. CRC Press, 2010. http://dx.doi.org/10.1201/b10526-44.
Full textConference papers on the topic "Undrained Condition"
Huang, Jie, and Jie Han. "Critical Height of a Deep Mixed Column-Supported Embankment under an Undrained Condition." In GeoCongress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40971(310)79.
Full textMahmoodzadeh, Hamed, Noel Boylan, Mark Randolph, and Mark Cassidy. "The Effect of Partial Drainage on Measurements by a Piezoball Penetrometer." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50245.
Full textMeng, Meng, Luke Frash, James Carey, Wenfeng Li, and Nathan Welch. "Laboratory Measurement of Cement Stress Before, During, and After Curing Under Undrained Condition with Constant Hydrostatic Pressure." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2020. http://dx.doi.org/10.2118/201770-ms.
Full textDey, Rajib, Bipul Hawlader, and Chen Wang. "Progressive Failure of Offshore Slopes due to Construction in Upslope Areas." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-42241.
Full textSafinus, Stefanus, Germa´n Sedlacek, and Udo Hartwig. "Cyclic Response of Granular Subsoil Under a Gravity Base Foundation for Offshore Wind Turbines." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49391.
Full textRong, Wenyong, and John S. McCartney. "Seismic Compression of Unsaturated Sand under Undrained Conditions." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482827.034.
Full textGaragash, Dmitry I. "Diffuse Vs. Localized Instability in Compacting Geomaterials Under Undrained Conditions." In First Japan-U.S. Workshop on Testing, Modeling, and Simulation. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40797(172)26.
Full textTom, Joe G., and David J. White. "Effect of Drainage on Upheaval Buckling Susceptibility of Buried Pipelines." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61046.
Full textGogoi, Ragini, Charles P. Aubeny, Phillip Watson, and Fraser Bransby. "Uplift Capacity of Suction Caissons in Sand for General Conditions Of Drainage." In ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/omae2021-61663.
Full textBauer, A., A. van der Linden, and F. Korndorffer. "Thermal Rock Physics of Shales - Laboratory Measurements under Drained and Undrained Conditions." In 3rd EAGE Shale Workshop - Shale Physics and Shale Chemistry. Netherlands: EAGE Publications BV, 2012. http://dx.doi.org/10.3997/2214-4609.20143928.
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