Artículos de revistas sobre el tema "Undrained Condition"
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Tang, Bin, Zhe Zeng y 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 (septiembre de 2011): 1819–23. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1819.
Texto completoDołżyk-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.
Texto completoHsieh, P. G. y C. Y. Ou. "Analysis of Nonlinear Stress and Strain in Clay under the Undrained Condition". Journal of Mechanics 27, n.º 2 (junio de 2011): 201–13. http://dx.doi.org/10.1017/jmech.2011.24.
Texto completoLeong, W. K. y J. Chu. "Effect of undrained creep on instability behaviour of loose sand". Canadian Geotechnical Journal 39, n.º 6 (1 de diciembre de 2002): 1399–405. http://dx.doi.org/10.1139/t02-076.
Texto completoISHIZAKI, Hitoshi. "Deformation analysis of composite groud under undrained condition." Doboku Gakkai Ronbunshu, n.º 448 (1992): 53–62. http://dx.doi.org/10.2208/jscej.1992.448_53.
Texto completoFattah, M. Y., F. A. Salman, Y. J. Al-Shakarchi y A. M. Raheem. "Coupled pile-soil interaction analysis in undrained condition". Journal of Central South University 20, n.º 5 (mayo de 2013): 1376–83. http://dx.doi.org/10.1007/s11771-013-1625-5.
Texto completoNakata, Yukio, Tetsuya Tashita, Hiromu Chibana y 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.
Texto completoSun, Wen Jing, De An Sun y Jin Yi Zhang. "Undrained Behavior of Unsaturated Bentonite-Sand Mixture". Advanced Materials Research 446-449 (enero de 2012): 1454–57. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1454.
Texto completoHsu, Shih Tsung, Wen Chi Hu, Yu Heng Lin y Zhuo Ling. "A Characteristic and a Precisely Constitutive Model for Undrained Clay". Materials Science Forum 975 (enero de 2020): 203–7. http://dx.doi.org/10.4028/www.scientific.net/msf.975.203.
Texto completoLi, Xuefeng, Wendong Xu, Lei Chang y Wenwei Yang. "Shear Behaviour of Aeolian Sand with Different Density and Confining Pressure". Applied Sciences 12, n.º 6 (16 de marzo de 2022): 3020. http://dx.doi.org/10.3390/app12063020.
Texto completoHong, Jung Hwa y Young Hwan Park. "Development of Pore Pressure Measurement System in Lacunocanalicular Network of Trabeculae Using MEMS Based Micro-Pressure Transducer". Key Engineering Materials 345-346 (agosto de 2007): 1157–60. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.1157.
Texto completoFakharian, Kazem, Farzad Kaviani Hamedani, Iman Parandian y Morteza Jabbarpour Aghdam. "Investigation of fabric evolution using bidirectional shear wave velocity measurements". E3S Web of Conferences 92 (2019): 03008. http://dx.doi.org/10.1051/e3sconf/20199203008.
Texto completoMa'ruf, M. F., K. Suzuki, M. Oda y M. Yoshimine. "Normalized plastic work of sand under undrained monotonic loading condition". Journal of applied mechanics 7 (2004): 57–64. http://dx.doi.org/10.2208/journalam.7.57.
Texto completoUchaipichat, Anuchit. "Temperature and Suction Effects on Slope Stability under Undrained Condition". Applied Mechanics and Materials 858 (noviembre de 2016): 98–103. http://dx.doi.org/10.4028/www.scientific.net/amm.858.98.
Texto completoO’Kelly, B. C., R. B. J. Brinkgreve y V. Sivakumar. "Pullout resistance of granular anchors in clay for undrained condition". Soils and Foundations 54, n.º 6 (diciembre de 2014): 1145–58. http://dx.doi.org/10.1016/j.sandf.2014.11.009.
Texto completoMa, Shuqi y Marte Gutierrez. "Coupled Damage-Plasticity Modelling of Saturated Shale under Undrained Condition". KSCE Journal of Civil Engineering 25, n.º 1 (11 de noviembre de 2020): 316–25. http://dx.doi.org/10.1007/s12205-020-1303-8.
Texto completoChang, Ming-Fang, Cee Ing Teh y LaiFa Cao. "Critical state strength parameters of saturated clays from the modified Cam clay model". Canadian Geotechnical Journal 36, n.º 5 (23 de noviembre de 1999): 876–90. http://dx.doi.org/10.1139/t99-050.
Texto completoSheahan, Thomas C. "Interpretation of undrained creep tests in terms of effective stresses". Canadian Geotechnical Journal 32, n.º 2 (1 de abril de 1995): 373–79. http://dx.doi.org/10.1139/t95-038.
Texto completoWu, Shengshen, Annan Zhou, Jie Li, Jayantha Kodikara y Wen-Chieh Cheng. "Hydromechanical behaviour of overconsolidated unsaturated soil in undrained conditions". Canadian Geotechnical Journal 56, n.º 11 (noviembre de 2019): 1609–21. http://dx.doi.org/10.1139/cgj-2018-0323.
Texto completoSilvestri, V. "On the determination of the stress-strain curve of clay from the undrained plane-strain expansion of hollow cylinders: a long-forgotten method". Canadian Geotechnical Journal 35, n.º 2 (1 de abril de 1998): 360–63. http://dx.doi.org/10.1139/t97-084.
Texto completoXu, Bin Bin, Toshihiro Noda y Kentaro Nakai. "Realization of Uniform Deformation under Three-Dimensional Condition Based on Soil-Water Coupled Analysis Considering Inertia Forces". Applied Mechanics and Materials 638-640 (septiembre de 2014): 530–33. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.530.
Texto completoNorris, G., R. Madhu, M. Ashour y R. Valceschini. "Peak Undrained Resistance of Loose Sands". Transportation Research Record: Journal of the Transportation Research Board 1569, n.º 1 (enero de 1997): 65–76. http://dx.doi.org/10.3141/1569-08.
Texto completoYu, Fangwei y Ikuo Towhata. "Particle breakage and its influence on soil behavior under undrained condition". Japanese Geotechnical Society Special Publication 2, n.º 9 (2016): 386–90. http://dx.doi.org/10.3208/jgssp.jpn-020.
Texto completoLiu, Xin, Yuchuan Wang y Boo Hyun Nam. "Characterizing undrained shear behavior of loess subjected to K loading condition". Engineering Geology 302 (junio de 2022): 106634. http://dx.doi.org/10.1016/j.enggeo.2022.106634.
Texto completoChen, Rong‐Her y Jiann‐Jyh Wang. "A constitutive model for saturated compacted soils under undrained shear condition". Journal of the Chinese Institute of Engineers 10, n.º 6 (septiembre de 1987): 639–46. http://dx.doi.org/10.1080/02533839.1987.9677022.
Texto completoYimsiri, Siam, Wanwarang Ratananikom, Fumihiko Fukuda y Suched Likitlersuang. "Undrained strength-deformation characteristics of Bangkok Clay under general stress condition". Geomechanics and Engineering 5, n.º 5 (25 de octubre de 2013): 419–45. http://dx.doi.org/10.12989/gae.2013.5.5.419.
Texto completoWei, Jian-Guang y Chuan-Liang Yan. "Borehole stability analysis in oil and gas drilling in undrained condition". Geomechanics and Engineering 7, n.º 5 (25 de noviembre de 2014): 553–67. http://dx.doi.org/10.12989/gae.2014.7.5.553.
Texto completoOsinov, Vladimir A. "Sufficient conditions for hyperbolicity and consistency of the dynamic equations for fluid-saturated solids". Archive of Applied Mechanics 91, n.º 6 (8 de marzo de 2021): 2569–79. http://dx.doi.org/10.1007/s00419-021-01904-6.
Texto completoLi, Zhiqing, Chuan Tang, Ruilin Hu y Yingxin Zhou. "RESEARCH ON MODEL FITTING AND STRENGTH CHARACTERISTICS OF CRITICAL STATE FOR EXPANSIVE SOIL". Journal of Civil Engineering and Management 19, n.º 1 (16 de enero de 2013): 9–15. http://dx.doi.org/10.3846/13923730.2012.734857.
Texto completoShen, Yang, Wen Jun Huang, Yan De Li y Hai Dong Xu. "Calculation Method of Bearing Capacity Improvement of Soft Soil Foundation under Vacuum Preloading". Applied Mechanics and Materials 353-356 (agosto de 2013): 352–56. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.352.
Texto completoKumruzzaman, Md y Jian-Hua Yin. "Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite". Canadian Geotechnical Journal 47, n.º 2 (febrero de 2010): 164–79. http://dx.doi.org/10.1139/t09-079.
Texto completoPenumadu, Dayakar, Arumugam Skandarajah y Jean-Lou Chameau. "Strain-rate effects in pressuremeter testing using a cuboidal shear device: experiments and modeling". Canadian Geotechnical Journal 35, n.º 1 (1 de febrero de 1998): 27–42. http://dx.doi.org/10.1139/t97-076.
Texto completoMallikarachchi, Hansini y Kenichi Soga. "A Constitutive Model for Locally Drained Shear Bands in Globally Undrained Dense Sand". E3S Web of Conferences 92 (2019): 16005. http://dx.doi.org/10.1051/e3sconf/20199216005.
Texto completoBeen, Ken y Michael Jefferies. "Stressdilatancy in very loose sand". Canadian Geotechnical Journal 41, n.º 5 (1 de septiembre de 2004): 972–89. http://dx.doi.org/10.1139/t04-038.
Texto completoLi, Qian y Le Fu. "Research on Strength Characteristics of Expansive Soil". Applied Mechanics and Materials 109 (octubre de 2011): 96–99. http://dx.doi.org/10.4028/www.scientific.net/amm.109.96.
Texto completoDarusman, Taryono, Daniel Murdiyarso, Impron Impron, Iswandi Anas Chaniago y Dwi Puji Lestari. "Carbon Dynamics in Rewetted Tropical Peat Swamp Forests". Climate 10, n.º 3 (3 de marzo de 2022): 35. http://dx.doi.org/10.3390/cli10030035.
Texto completoWanatowski, Dariusz, Jian Chu y Wai Lay Loke. "Drained instability of sand in plane strain". Canadian Geotechnical Journal 47, n.º 4 (abril de 2010): 400–412. http://dx.doi.org/10.1139/t09-111.
Texto completoNAKAZAWA, Hiroshi, Kenji ISHIHARA, Yoshimichi TSUKAMOTO y Toshiyuki KAMATA. "CHARACTERISTICS OF UNDRAINED SHEAR BEHAVIOR OF SANDY SOIL UNDER PARTIALLY SATURATED CONDITION". Doboku Gakkai Ronbunshuu C 63, n.º 2 (2007): 334–43. http://dx.doi.org/10.2208/jscejc.63.334.
Texto completoWang, H., J. Koseki y T. Sato. "p-Constant Condition Applied to Undrained Cyclic Triaxial Test of Unsaturated Soils". Geotechnical Testing Journal 40, n.º 4 (5 de mayo de 2017): 20160115. http://dx.doi.org/10.1520/gtj20160115.
Texto completoKhatri, Vishwas N. y Jyant Kumar. "Vertical uplift resistance of circular plate anchors in clays under undrained condition". Computers and Geotechnics 36, n.º 8 (octubre de 2009): 1352–59. http://dx.doi.org/10.1016/j.compgeo.2009.06.008.
Texto completoKhatri, Vishwas N. y Jyant Kumar. "Stability of an unsupported vertical circular excavation in clays under undrained condition". Computers and Geotechnics 37, n.º 3 (abril de 2010): 419–24. http://dx.doi.org/10.1016/j.compgeo.2009.11.001.
Texto completoWu, Ze-Xiang, Christophe Dano, Pierre-Yves Hicher y Zhen-Yu Yin. "Estimating normal effective stress degradation in sand under undrained simple shear condition". European Journal of Environmental and Civil Engineering 25, n.º 1 (24 de octubre de 2018): 170–89. http://dx.doi.org/10.1080/19648189.2018.1521750.
Texto completoSzypcio, Zenon. "Stress-Dilatancy for Soils. Part II: Experimental Validation for Triaxial Tests". Studia Geotechnica et Mechanica 38, n.º 4 (1 de diciembre de 2016): 59–65. http://dx.doi.org/10.1515/sgem-2016-0031.
Texto completoZhou, Hong Xing, Shao Heng He, Min Gao, Zhi Ding y Tang Dai Xia. "Effect of Initial Consolidation Stress Path on Shear Behavior of Calcareous Sand". Key Engineering Materials 871 (enero de 2021): 349–56. http://dx.doi.org/10.4028/www.scientific.net/kem.871.349.
Texto completoTravascio, Francesco, Shihab Asfour, Roberto Serpieri y Luciano Rosati. "Analysis of the consolidation problem of compressible porous media by a macroscopic variational continuum approach". Mathematics and Mechanics of Solids 22, n.º 5 (23 de diciembre de 2015): 952–68. http://dx.doi.org/10.1177/1081286515616049.
Texto completoSireesha, Dr G. "Effect of Reinforcement on Properties of Silty Sand". International Journal for Research in Applied Science and Engineering Technology 9, n.º 12 (31 de diciembre de 2021): 1934–38. http://dx.doi.org/10.22214/ijraset.2021.39649.
Texto completoYi, Fu y Hong Yu Wang. "Normalized Stress-Strain Behavior of Yingkou Clay". Advanced Materials Research 838-841 (noviembre de 2013): 47–52. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.47.
Texto completoAmaratunga, A. y J. L. H. Grozic. "On the undrained unloading behaviour of gassy sands". Canadian Geotechnical Journal 46, n.º 11 (noviembre de 2009): 1267–76. http://dx.doi.org/10.1139/t09-056.
Texto completoMIKAMI, Takeko, Koji ICHII, Kazuaki UEMURA y Haruki NISHINA. "A model for strain increase of sand under cyclic shear in undrained condition". Japanese Geotechnical Journal 7, n.º 1 (2012): 311–22. http://dx.doi.org/10.3208/jgs.7.311.
Texto completoKang, Jae-Mo, Jang-Guen Lee, Hak-Seung Kim, Sang-Yoon Lee, Byung-Hyun Ryu y Nam-Jun Cho. "Effects of Freezing a Backfill Material under Undrained Condition on a Buried Pipe". Journal of the Korean Geotechnical Society 30, n.º 8 (31 de agosto de 2014): 39–47. http://dx.doi.org/10.7843/kgs.2014.30.8.39.
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