Статті в журналах з теми "Undrained Condition"
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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.
Повний текст джерелаDołżyk-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.
Повний текст джерелаHsieh, 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.
Повний текст джерелаLeong, 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.
Повний текст джерелаISHIZAKI, 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.
Повний текст джерелаFattah, 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.
Повний текст джерелаNakata, 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.
Повний текст джерелаSun, 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.
Повний текст джерелаHsu, 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.
Повний текст джерелаLi, 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.
Повний текст джерелаHong, Jung Hwa, and 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 (August 2007): 1157–60. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.1157.
Повний текст джерелаFakharian, Kazem, Farzad Kaviani Hamedani, Iman Parandian, and 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.
Повний текст джерелаMa'ruf, M. F., K. Suzuki, M. Oda, and 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.
Повний текст джерелаUchaipichat, Anuchit. "Temperature and Suction Effects on Slope Stability under Undrained Condition." Applied Mechanics and Materials 858 (November 2016): 98–103. http://dx.doi.org/10.4028/www.scientific.net/amm.858.98.
Повний текст джерелаO’Kelly, B. C., R. B. J. Brinkgreve, and V. Sivakumar. "Pullout resistance of granular anchors in clay for undrained condition." Soils and Foundations 54, no. 6 (December 2014): 1145–58. http://dx.doi.org/10.1016/j.sandf.2014.11.009.
Повний текст джерелаMa, Shuqi, and Marte Gutierrez. "Coupled Damage-Plasticity Modelling of Saturated Shale under Undrained Condition." KSCE Journal of Civil Engineering 25, no. 1 (November 11, 2020): 316–25. http://dx.doi.org/10.1007/s12205-020-1303-8.
Повний текст джерелаChang, Ming-Fang, Cee Ing Teh, and LaiFa Cao. "Critical state strength parameters of saturated clays from the modified Cam clay model." Canadian Geotechnical Journal 36, no. 5 (November 23, 1999): 876–90. http://dx.doi.org/10.1139/t99-050.
Повний текст джерелаSheahan, Thomas C. "Interpretation of undrained creep tests in terms of effective stresses." Canadian Geotechnical Journal 32, no. 2 (April 1, 1995): 373–79. http://dx.doi.org/10.1139/t95-038.
Повний текст джерелаWu, Shengshen, Annan Zhou, Jie Li, Jayantha Kodikara, and Wen-Chieh Cheng. "Hydromechanical behaviour of overconsolidated unsaturated soil in undrained conditions." Canadian Geotechnical Journal 56, no. 11 (November 2019): 1609–21. http://dx.doi.org/10.1139/cgj-2018-0323.
Повний текст джерелаSilvestri, 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, no. 2 (April 1, 1998): 360–63. http://dx.doi.org/10.1139/t97-084.
Повний текст джерелаXu, Bin Bin, Toshihiro Noda, and 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 (September 2014): 530–33. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.530.
Повний текст джерелаNorris, G., R. Madhu, M. Ashour, and R. Valceschini. "Peak Undrained Resistance of Loose Sands." Transportation Research Record: Journal of the Transportation Research Board 1569, no. 1 (January 1997): 65–76. http://dx.doi.org/10.3141/1569-08.
Повний текст джерелаYu, Fangwei, and Ikuo Towhata. "Particle breakage and its influence on soil behavior under undrained condition." Japanese Geotechnical Society Special Publication 2, no. 9 (2016): 386–90. http://dx.doi.org/10.3208/jgssp.jpn-020.
Повний текст джерелаLiu, Xin, Yuchuan Wang, and Boo Hyun Nam. "Characterizing undrained shear behavior of loess subjected to K loading condition." Engineering Geology 302 (June 2022): 106634. http://dx.doi.org/10.1016/j.enggeo.2022.106634.
Повний текст джерелаChen, Rong‐Her, and Jiann‐Jyh Wang. "A constitutive model for saturated compacted soils under undrained shear condition." Journal of the Chinese Institute of Engineers 10, no. 6 (September 1987): 639–46. http://dx.doi.org/10.1080/02533839.1987.9677022.
Повний текст джерелаYimsiri, Siam, Wanwarang Ratananikom, Fumihiko Fukuda, and Suched Likitlersuang. "Undrained strength-deformation characteristics of Bangkok Clay under general stress condition." Geomechanics and Engineering 5, no. 5 (October 25, 2013): 419–45. http://dx.doi.org/10.12989/gae.2013.5.5.419.
Повний текст джерелаWei, Jian-Guang, and Chuan-Liang Yan. "Borehole stability analysis in oil and gas drilling in undrained condition." Geomechanics and Engineering 7, no. 5 (November 25, 2014): 553–67. http://dx.doi.org/10.12989/gae.2014.7.5.553.
Повний текст джерелаOsinov, Vladimir A. "Sufficient conditions for hyperbolicity and consistency of the dynamic equations for fluid-saturated solids." Archive of Applied Mechanics 91, no. 6 (March 8, 2021): 2569–79. http://dx.doi.org/10.1007/s00419-021-01904-6.
Повний текст джерелаLi, Zhiqing, Chuan Tang, Ruilin Hu, and Yingxin Zhou. "RESEARCH ON MODEL FITTING AND STRENGTH CHARACTERISTICS OF CRITICAL STATE FOR EXPANSIVE SOIL." Journal of Civil Engineering and Management 19, no. 1 (January 16, 2013): 9–15. http://dx.doi.org/10.3846/13923730.2012.734857.
Повний текст джерелаShen, Yang, Wen Jun Huang, Yan De Li, and Hai Dong Xu. "Calculation Method of Bearing Capacity Improvement of Soft Soil Foundation under Vacuum Preloading." Applied Mechanics and Materials 353-356 (August 2013): 352–56. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.352.
Повний текст джерелаKumruzzaman, Md, and 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, no. 2 (February 2010): 164–79. http://dx.doi.org/10.1139/t09-079.
Повний текст джерелаPenumadu, Dayakar, Arumugam Skandarajah, and Jean-Lou Chameau. "Strain-rate effects in pressuremeter testing using a cuboidal shear device: experiments and modeling." Canadian Geotechnical Journal 35, no. 1 (February 1, 1998): 27–42. http://dx.doi.org/10.1139/t97-076.
Повний текст джерелаMallikarachchi, Hansini, and 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.
Повний текст джерелаBeen, Ken, and Michael Jefferies. "Stressdilatancy in very loose sand." Canadian Geotechnical Journal 41, no. 5 (September 1, 2004): 972–89. http://dx.doi.org/10.1139/t04-038.
Повний текст джерелаLi, Qian, and Le Fu. "Research on Strength Characteristics of Expansive Soil." Applied Mechanics and Materials 109 (October 2011): 96–99. http://dx.doi.org/10.4028/www.scientific.net/amm.109.96.
Повний текст джерелаDarusman, Taryono, Daniel Murdiyarso, Impron Impron, Iswandi Anas Chaniago, and Dwi Puji Lestari. "Carbon Dynamics in Rewetted Tropical Peat Swamp Forests." Climate 10, no. 3 (March 3, 2022): 35. http://dx.doi.org/10.3390/cli10030035.
Повний текст джерелаWanatowski, Dariusz, Jian Chu, and Wai Lay Loke. "Drained instability of sand in plane strain." Canadian Geotechnical Journal 47, no. 4 (April 2010): 400–412. http://dx.doi.org/10.1139/t09-111.
Повний текст джерелаNAKAZAWA, Hiroshi, Kenji ISHIHARA, Yoshimichi TSUKAMOTO, and Toshiyuki KAMATA. "CHARACTERISTICS OF UNDRAINED SHEAR BEHAVIOR OF SANDY SOIL UNDER PARTIALLY SATURATED CONDITION." Doboku Gakkai Ronbunshuu C 63, no. 2 (2007): 334–43. http://dx.doi.org/10.2208/jscejc.63.334.
Повний текст джерелаWang, H., J. Koseki, and T. Sato. "p-Constant Condition Applied to Undrained Cyclic Triaxial Test of Unsaturated Soils." Geotechnical Testing Journal 40, no. 4 (May 5, 2017): 20160115. http://dx.doi.org/10.1520/gtj20160115.
Повний текст джерелаKhatri, Vishwas N., and Jyant Kumar. "Vertical uplift resistance of circular plate anchors in clays under undrained condition." Computers and Geotechnics 36, no. 8 (October 2009): 1352–59. http://dx.doi.org/10.1016/j.compgeo.2009.06.008.
Повний текст джерелаKhatri, Vishwas N., and Jyant Kumar. "Stability of an unsupported vertical circular excavation in clays under undrained condition." Computers and Geotechnics 37, no. 3 (April 2010): 419–24. http://dx.doi.org/10.1016/j.compgeo.2009.11.001.
Повний текст джерелаWu, Ze-Xiang, Christophe Dano, Pierre-Yves Hicher, and Zhen-Yu Yin. "Estimating normal effective stress degradation in sand under undrained simple shear condition." European Journal of Environmental and Civil Engineering 25, no. 1 (October 24, 2018): 170–89. http://dx.doi.org/10.1080/19648189.2018.1521750.
Повний текст джерелаSzypcio, Zenon. "Stress-Dilatancy for Soils. Part II: Experimental Validation for Triaxial Tests." Studia Geotechnica et Mechanica 38, no. 4 (December 1, 2016): 59–65. http://dx.doi.org/10.1515/sgem-2016-0031.
Повний текст джерелаZhou, Hong Xing, Shao Heng He, Min Gao, Zhi Ding, and Tang Dai Xia. "Effect of Initial Consolidation Stress Path on Shear Behavior of Calcareous Sand." Key Engineering Materials 871 (January 2021): 349–56. http://dx.doi.org/10.4028/www.scientific.net/kem.871.349.
Повний текст джерелаTravascio, Francesco, Shihab Asfour, Roberto Serpieri, and Luciano Rosati. "Analysis of the consolidation problem of compressible porous media by a macroscopic variational continuum approach." Mathematics and Mechanics of Solids 22, no. 5 (December 23, 2015): 952–68. http://dx.doi.org/10.1177/1081286515616049.
Повний текст джерелаSireesha, Dr G. "Effect of Reinforcement on Properties of Silty Sand." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (December 31, 2021): 1934–38. http://dx.doi.org/10.22214/ijraset.2021.39649.
Повний текст джерелаYi, Fu, and Hong Yu Wang. "Normalized Stress-Strain Behavior of Yingkou Clay." Advanced Materials Research 838-841 (November 2013): 47–52. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.47.
Повний текст джерелаAmaratunga, A., and J. L. H. Grozic. "On the undrained unloading behaviour of gassy sands." Canadian Geotechnical Journal 46, no. 11 (November 2009): 1267–76. http://dx.doi.org/10.1139/t09-056.
Повний текст джерелаMIKAMI, Takeko, Koji ICHII, Kazuaki UEMURA, and Haruki NISHINA. "A model for strain increase of sand under cyclic shear in undrained condition." Japanese Geotechnical Journal 7, no. 1 (2012): 311–22. http://dx.doi.org/10.3208/jgs.7.311.
Повний текст джерелаKang, Jae-Mo, Jang-Guen Lee, Hak-Seung Kim, Sang-Yoon Lee, Byung-Hyun Ryu, and Nam-Jun Cho. "Effects of Freezing a Backfill Material under Undrained Condition on a Buried Pipe." Journal of the Korean Geotechnical Society 30, no. 8 (August 31, 2014): 39–47. http://dx.doi.org/10.7843/kgs.2014.30.8.39.
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