Artigos de revistas sobre o tema "Remolded clay"
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Chu, Chengfu, Zilong Wu, Yongfeng Deng, Yonggui Chen e Qiong Wang. "Intrinsic compression behavior of remolded sand–clay mixture". Canadian Geotechnical Journal 54, n.º 7 (julho de 2017): 926–32. http://dx.doi.org/10.1139/cgj-2016-0453.
Texto completo da fonteLi, Jian, Shanxiong Chen e Lingfa Jiang. "Dynamic Strength and Accumulated Plastic Strain Development Laws and Models of the Remolded Red Clay under Long-Term Cyclic Loads: Laboratory Test Results". Polish Maritime Research 22, s1 (1 de setembro de 2015): 89–94. http://dx.doi.org/10.1515/pomr-2015-0038.
Texto completo da fonteZang, Meng, Jun Tai e Haijun Lu. "Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle". Applied Sciences 13, n.º 13 (24 de junho de 2023): 7464. http://dx.doi.org/10.3390/app13137464.
Texto completo da fonteWaheed, Mohanned Q., e Noor M. Asmael. "Evaluation of Elasticity Modulus of Clayey Soil from Undrained Shear Strength". E3S Web of Conferences 427 (2023): 01028. http://dx.doi.org/10.1051/e3sconf/202342701028.
Texto completo da fonteHelle, Tonje Eide, Steinar Nordal, Per Aagaard e Ole Kristian Lied. "Long-term effect of potassium chloride treatment on improving the soil behavior of highly sensitive clay — Ulvensplitten, Norway". Canadian Geotechnical Journal 53, n.º 3 (março de 2016): 410–22. http://dx.doi.org/10.1139/cgj-2015-0077.
Texto completo da fonteLiu, Xianru, Jianguang Li, Ren Yi e Kuangjie Zhao. "Modified Cam-clay Model Parameters M of Kunming Red Clay". Journal of Physics: Conference Series 2455, n.º 1 (1 de março de 2023): 012019. http://dx.doi.org/10.1088/1742-6596/2455/1/012019.
Texto completo da fonteKarakan, Eyyüb. "Comparative Analysis of Atterberg Limits, Liquidity Index, Flow Index and Undrained Shear Strength Behavior in Binary Clay Mixtures". Applied Sciences 12, n.º 17 (28 de agosto de 2022): 8616. http://dx.doi.org/10.3390/app12178616.
Texto completo da fonteHara, Hisao, e Hosei Uehara. "Characteristics of Deformation on Remolded Shimajiri Clay." Doboku Gakkai Ronbunshu, n.º 561 (1997): 109–18. http://dx.doi.org/10.2208/jscej.1997.561_109.
Texto completo da fonteGraham, J., e E. C. C. Li. "Comparison of Natural and Remolded Plastic Clay". Journal of Geotechnical Engineering 111, n.º 7 (julho de 1985): 865–81. http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:7(865).
Texto completo da fonteBarzegar, AR, RS Murray, GJ Churchman e P. Rengasamy. "The strength of remolded soils as affected by exchangeable cations and dispersible clay". Soil Research 32, n.º 2 (1994): 185. http://dx.doi.org/10.1071/sr9940185.
Texto completo da fonteLefebvre, Guy, Karol Rohan e Jean-Pierre Milette. "Erosivity of intact clay: Influence of the natural structure". Canadian Geotechnical Journal 23, n.º 4 (1 de novembro de 1986): 427–34. http://dx.doi.org/10.1139/t86-072.
Texto completo da fonteLefebvre, Guy, Karol Rohan e Serge Douville. "Erosivity of natural intact structured clay: Evaluation". Canadian Geotechnical Journal 22, n.º 4 (1 de novembro de 1985): 508–17. http://dx.doi.org/10.1139/t85-071.
Texto completo da fonteRan, Xianwen, Xuan Zou, Jingyuan Zhou e Wenhui Tang. "Shock Properties of One Unsaturated Clay and Its Equation of State Up to 30 GPa". Crystals 12, n.º 1 (17 de janeiro de 2022): 119. http://dx.doi.org/10.3390/cryst12010119.
Texto completo da fonteYamada, Suguru, Masayuki Hyodo, Rolando P. Orense e S. V. Dinesh. "Initial Shear Modulus of Remolded Sand-Clay Mixtures". Journal of Geotechnical and Geoenvironmental Engineering 134, n.º 7 (julho de 2008): 960–71. http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:7(960).
Texto completo da fonteZhao, Dan, Qian-Feng Gao, Mahdia Hattab, Pierre-Yves Hicher e Zhen-Yu Yin. "Microstructural evolution of remolded clay related to creep". Transportation Geotechnics 24 (setembro de 2020): 100367. http://dx.doi.org/10.1016/j.trgeo.2020.100367.
Texto completo da fonteShi, X. S., e I. Herle. "Modeling the compression behavior of remolded clay mixtures". Computers and Geotechnics 80 (dezembro de 2016): 215–25. http://dx.doi.org/10.1016/j.compgeo.2016.07.007.
Texto completo da fonteChapuis, Robert P., e Tony Gatien. "An improved rotating cylinder technique for quantitative measurements of the scour resistance of clays". Canadian Geotechnical Journal 23, n.º 1 (1 de fevereiro de 1986): 83–87. http://dx.doi.org/10.1139/t86-010.
Texto completo da fonteWang, Heng, Gongzhou Li, Fangbo Ning, Wei Gao e Bin Su. "Unconfined Compression Test on In Situ Frozen Clay Sampled from Frozen Wellbore". Geofluids 2022 (8 de março de 2022): 1–10. http://dx.doi.org/10.1155/2022/6564345.
Texto completo da fonteWeng, Zhenqi, Yueyue Zheng, Qinhao Zhu, Honglei Sun e Dingyu Ni. "Effects of Granular Gradation on the Compressibility and Permeability of Lime-Stabilized Slurry with High Water Content". Applied Sciences 13, n.º 7 (23 de março de 2023): 4101. http://dx.doi.org/10.3390/app13074101.
Texto completo da fonteYamada, Suguru, Masayuki Hyodo, Rolando P. Orense, S. V. Dinesh e Taichi Hyodo. "Strain-Dependent Dynamic Properties of Remolded Sand-Clay Mixtures". Journal of Geotechnical and Geoenvironmental Engineering 134, n.º 7 (julho de 2008): 972–81. http://dx.doi.org/10.1061/(asce)1090-0241(2008)134:7(972).
Texto completo da fonteYao, Wang, Xi’an Li, Ning Zhang, Yongbiao Ren, Jianfeng Shi, Chen Zhang, Quan Xue e Zhitao Hao. "A Feasible Method for Evaluating the Uniformity of Remolded Loess Samples with Shear Strength". Buildings 13, n.º 1 (5 de janeiro de 2023): 145. http://dx.doi.org/10.3390/buildings13010145.
Texto completo da fonteJong, E. De, L. M. Kozak e H. B. Storehouse. "Comparison of shrink-swell indices of some Saskatchewan soils and their relationships to standard soil characteristics". Canadian Journal of Soil Science 72, n.º 4 (1 de novembro de 1992): 429–39. http://dx.doi.org/10.4141/cjss92-036.
Texto completo da fonteJiang, Yuzhou, Dongxing Wang e Shengjie Di. "On the compression behavior of remolded cement-admixed soft clay". Marine Georesources & Geotechnology 36, n.º 3 (16 de maio de 2017): 323–30. http://dx.doi.org/10.1080/1064119x.2017.1317305.
Texto completo da fonteBryson, L. Sebastian, e Ali Salehian. "Performance of constitutive models in predicting behavior of remolded clay". Acta Geotechnica 6, n.º 3 (20 de agosto de 2011): 143–54. http://dx.doi.org/10.1007/s11440-011-0144-5.
Texto completo da fonteCui, Guang Qin, Zeng Rong Liu e Chen Guang Ma. "Elasto-Plastic Constitutive Model Considering the Influences of Soil Structure and Anisotropy". Applied Mechanics and Materials 405-408 (setembro de 2013): 478–82. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.478.
Texto completo da fonteJosh, Matthew, e Ben Clennell. "Broadband electrical properties of clays and shales: Comparative investigations of remolded and preserved samples". GEOPHYSICS 80, n.º 2 (1 de março de 2015): D129—D143. http://dx.doi.org/10.1190/geo2013-0458.1.
Texto completo da fontePark, Yeong Mog, Ik Joo Um, Norihiko Miura e Seung Cheol Baek. "A Change of Undrain Shear Strength of Soft Ground during Consolidation Process". Applied Mechanics and Materials 513-517 (fevereiro de 2014): 269–72. http://dx.doi.org/10.4028/www.scientific.net/amm.513-517.269.
Texto completo da fonteWang, Min, Ling Wei Kong e Xiao Yan Wang. "Study on Dynamical Modulus and Damping Ratio of Lime-Treated Soil". Advanced Materials Research 487 (março de 2012): 534–38. http://dx.doi.org/10.4028/www.scientific.net/amr.487.534.
Texto completo da fonteDahal, Bhim Kumar, e Jun-Jie Zheng. "Compression behavior of reconstituted clay: A study on black clay". Journal of Nepal Geological Society 55, n.º 1 (4 de junho de 2018): 55–60. http://dx.doi.org/10.3126/jngs.v55i1.22789.
Texto completo da fonteFukuda, Fumihiko, Toshiyuki Mitachi e Satoru Shibuya. "Induced Anisotropy Appeared in the Deformation and Strength of Remolded Clay". Soils and Foundations 37, n.º 4 (dezembro de 1997): 139–48. http://dx.doi.org/10.3208/sandf.37.4_139.
Texto completo da fonte王, 洪云. "Cumulative Deformation Characteristics of Soft Clay Remolded Samples under Cyclic Loading". Hans Journal of Civil Engineering 09, n.º 09 (2020): 942–49. http://dx.doi.org/10.12677/hjce.2020.99098.
Texto completo da fonteWang, Dong Lin. "Experimental Study on Relationship between Saturation Degree and Void Ratio of Remolded Soils on Drying Path". Advanced Materials Research 194-196 (fevereiro de 2011): 1045–48. http://dx.doi.org/10.4028/www.scientific.net/amr.194-196.1045.
Texto completo da fonteLi, Jian, Shang-Xiong Chen e Ling-Fa Jiang. "Test study on the influences of dynamic stress and load history to the dynamic properties of the remolded red clay". Earth Sciences Research Journal 20, n.º 4 (1 de outubro de 2016): 1. http://dx.doi.org/10.15446/esrj.v20n4.54400.
Texto completo da fonteChapuis, Robert P. "Quantitative measurement of the scour resistance of natural solid clays". Canadian Geotechnical Journal 23, n.º 2 (1 de maio de 1986): 132–41. http://dx.doi.org/10.1139/t86-023.
Texto completo da fonteQamar, Wajeeha, Ammad Hassan Khan, Zia ur Rehman e Zubair Masoud. "Sustainable Application of Wool-Banana Bio-Composite Waste Material in Geotechnical Engineering for Enhancement of Elastoplastic Strain and Resilience of Subgrade Expansive Clays". Sustainability 14, n.º 20 (14 de outubro de 2022): 13215. http://dx.doi.org/10.3390/su142013215.
Texto completo da fonteXu, Panpan, Qiying Zhang, Hui Qian e Wengang Qu. "Effect of Sodium Chloride Concentration on Saturated Permeability of Remolded Loess". Minerals 10, n.º 2 (22 de fevereiro de 2020): 199. http://dx.doi.org/10.3390/min10020199.
Texto completo da fonteShang, Xiang-yu, Guo-qing Zhou e Yong Lu. "Stress-dependent undrained shear behavior of remolded deep clay in East China". Journal of Zhejiang University-SCIENCE A 16, n.º 3 (março de 2015): 171–81. http://dx.doi.org/10.1631/jzus.a1400255.
Texto completo da fonteBanerjee, Subhadeep, e Sardar Malek. "Assessment of a Hyperbolic Model for Undrained-Cyclic Shearing of Remolded Clay". Journal of Engineering Mechanics 146, n.º 7 (julho de 2020): 04020064. http://dx.doi.org/10.1061/(asce)em.1943-7889.0001780.
Texto completo da fonteYe, Wanjun, Yiqian Chen, Chong Gao, Tengfei Xie, Hongjun Jing e Yousheng Deng. "Experimental Study on the Microstructure and Expansion Characteristics of Paleosol Based on Spectral Scanning". Journal of Spectroscopy 2021 (15 de janeiro de 2021): 1–11. http://dx.doi.org/10.1155/2021/6689073.
Texto completo da fonteYan, Changbin, Xiao Xu e Lei Huang. "Identifying the Impact Factors of the Dynamic Strength of Mudded Intercalations during Cyclic Loading". Advances in Civil Engineering 2018 (16 de agosto de 2018): 1–9. http://dx.doi.org/10.1155/2018/5805294.
Texto completo da fonteLi, Shun Qun, Ling Xia Gao e Shou Xi Chai. "Study on Micro-Structure Rebuild of Clay in Process of Consolidation". Advanced Materials Research 168-170 (dezembro de 2010): 685–89. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.685.
Texto completo da fonteOlek, Bartłomiej, Paweł Dobak e Grażyna Gaszyńska-Freiwald. "Sensitivity evaluation of Krakowiec clay based on time-dependent behavior". Open Geosciences 10, n.º 1 (6 de dezembro de 2018): 718–25. http://dx.doi.org/10.1515/geo-2018-0057.
Texto completo da fonteDung, Nguyen Tien, e Phyu Sin Khin. "Compressibility characteristics of clays in the Red River Delta". Journal of Science and Technology in Civil Engineering (STCE) - HUCE 17, n.º 1 (24 de março de 2023): 41–57. http://dx.doi.org/10.31814/stce.nuce2023-17(1)-04.
Texto completo da fonteLin, P., Z. x. Li, A. Garg e J. S. Yadav. "Simplified analyses of stress induced anisotropy in remolded soft clay under undrained conditions". Archives of Materials Science and Engineering 2, n.º 105 (1 de outubro de 2020): 56–64. http://dx.doi.org/10.5604/01.3001.0014.5762.
Texto completo da fonteLim, Hyeongmin. "A Study on Consolidation Characteristics of Remolded Clay due to the Liquid Limit". Journal of the Korean Geoenvironmental Society 15, n.º 5 (1 de maio de 2014): 67–74. http://dx.doi.org/10.14481/jkges.2014.15.5.67.
Texto completo da fonteYu, Shuman, e Yi Shan. "Experimental Comparison and Study on Small-Strain Damping of Remolded Saturated Soft Clay". Geotechnical and Geological Engineering 35, n.º 5 (29 de abril de 2017): 2479–83. http://dx.doi.org/10.1007/s10706-017-0244-6.
Texto completo da fontePark, DongSoon, Bruce L. Kutter e Jason T. DeJong. "Effects of Thixotropy and Cement Content on the Sensitivity of Soft Remolded Clay". Journal of Geotechnical and Geoenvironmental Engineering 141, n.º 2 (fevereiro de 2015): 04014095. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001221.
Texto completo da fonteYang, Shen, Du Wenhan, Liu Hanlong, Wang Baoguang e Wang Qincheng. "Amplitude Ratio Effect on Dynamic Characteristics of Remolded Soft Clay Under Train Loads". Soil Mechanics and Foundation Engineering 55, n.º 4 (setembro de 2018): 249–57. http://dx.doi.org/10.1007/s11204-018-9532-2.
Texto completo da fonteKamil, Ahmed Shakir, e Ala Nasir Aljorany. "Thixotropic Hardening of Fao Clay". Journal of Engineering 25, n.º 5 (1 de maio de 2019): 68–78. http://dx.doi.org/10.31026/j.eng.2019.05.05.
Texto completo da fonteHailemariam, Henok, e Frank Wuttke. "An Experimental Study on the Effect of Temperature on the Shear Strength Behavior of a Silty Clay Soil". Geotechnics 2, n.º 1 (3 de março de 2022): 250–61. http://dx.doi.org/10.3390/geotechnics2010011.
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