Gotowa bibliografia na temat „Remolded clay”
Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych
Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „Remolded clay”.
Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.
Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.
Artykuły w czasopismach na temat "Remolded clay"
Chu, Chengfu, Zilong Wu, Yongfeng Deng, Yonggui Chen i Qiong Wang. "Intrinsic compression behavior of remolded sand–clay mixture". Canadian Geotechnical Journal 54, nr 7 (lipiec 2017): 926–32. http://dx.doi.org/10.1139/cgj-2016-0453.
Pełny tekst źródłaLi, Jian, Shanxiong Chen i 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 (1.09.2015): 89–94. http://dx.doi.org/10.1515/pomr-2015-0038.
Pełny tekst źródłaZang, Meng, Jun Tai i Haijun Lu. "Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle". Applied Sciences 13, nr 13 (24.06.2023): 7464. http://dx.doi.org/10.3390/app13137464.
Pełny tekst źródłaWaheed, Mohanned Q., i 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.
Pełny tekst źródłaHelle, Tonje Eide, Steinar Nordal, Per Aagaard i 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, nr 3 (marzec 2016): 410–22. http://dx.doi.org/10.1139/cgj-2015-0077.
Pełny tekst źródłaLiu, Xianru, Jianguang Li, Ren Yi i Kuangjie Zhao. "Modified Cam-clay Model Parameters M of Kunming Red Clay". Journal of Physics: Conference Series 2455, nr 1 (1.03.2023): 012019. http://dx.doi.org/10.1088/1742-6596/2455/1/012019.
Pełny tekst źródłaKarakan, Eyyüb. "Comparative Analysis of Atterberg Limits, Liquidity Index, Flow Index and Undrained Shear Strength Behavior in Binary Clay Mixtures". Applied Sciences 12, nr 17 (28.08.2022): 8616. http://dx.doi.org/10.3390/app12178616.
Pełny tekst źródłaHara, Hisao, i Hosei Uehara. "Characteristics of Deformation on Remolded Shimajiri Clay." Doboku Gakkai Ronbunshu, nr 561 (1997): 109–18. http://dx.doi.org/10.2208/jscej.1997.561_109.
Pełny tekst źródłaGraham, J., i E. C. C. Li. "Comparison of Natural and Remolded Plastic Clay". Journal of Geotechnical Engineering 111, nr 7 (lipiec 1985): 865–81. http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:7(865).
Pełny tekst źródłaBarzegar, AR, RS Murray, GJ Churchman i P. Rengasamy. "The strength of remolded soils as affected by exchangeable cations and dispersible clay". Soil Research 32, nr 2 (1994): 185. http://dx.doi.org/10.1071/sr9940185.
Pełny tekst źródłaRozprawy doktorskie na temat "Remolded clay"
Pokharel, Janak. "CYCLIC LOAD RESISTANCE AND DYNAMIC PROPERTIES OF SELECTED SOIL FROM SOUTHERN ILLINOIS USING UNDISTURBED AND REMOLDED SAMPLES". OpenSIUC, 2014. https://opensiuc.lib.siu.edu/theses/1545.
Pełny tekst źródłaDing, Yanzheng. "Une analyse d’images pour l'identification microstructurale en 3D d’un kaolin saturé sous chargement mécanique". Electronic Thesis or Diss., Université de Lorraine, 2023. http://www.theses.fr/2023LORR0051.
Pełny tekst źródłaAbstractMicrostructure investigation is essential for a better understanding of the mechanical behaviour and volumetric deformation mechanisms of remolded and saturated clays. The goal of this thesis is to identify in 3D the local mechanisms which can be activated at the microstructural level in relation to the mechanical loading of clayey meida. The mechanical behaviour of Kaolin k13 is firstly studied at on two loading paths - oedometric and isotropic. Then, an observation protocol was established for the acquisition of three-dimensional images using Scanning Electron Microscopy (SEM) coupled with Focused Ion Beam (FIB). The reconstruction of the images obtained by FIB-SEM allows us to study the 3D geometry of a sub-volume of the sample. The second part consists of developing a quantitative analysis approach in 3D to identify the microstructure properties on different loading paths. The pore morphology is studied using parameters such as flatness, elongation, and sphericity. The orientation of the pores and particles was first identified on 2D images representing cross-sections in the sample and extended to 3D throughout the entire volume for both loading paths. The results obtained in this thesis highlight the contribution of 3D images for a better understanding of the microstructure of saturated remolded clays
Yuan, Fu-Lu, i 袁福祿. "True Triaxial Tests on Remolded Silty Clay". Thesis, 1996. http://ndltd.ncl.edu.tw/handle/05237920174083967241.
Pełny tekst źródła國立臺灣科技大學
營建工程技術學系
84
A series of radial stress path tests has been performed on the remolded Taipei silty clay with the true triaxial testing device to find out its strength behavior under different anisotropic stress levels. Test results indicate that Mohr- Coulomb failure criterion can not satisfactorily represent the soil strength following various stress paths. In comparison, the total stress NTNT-T1 model for anisotropic soil can quite accuately predict the relationship between the normalized undrained shear strenth (Su/σ''c) and the direction of stress path (θ). However, the Prevost''s total stress model tends to underestimte the lavoratory undrained shesr strength of normally consolidated to lightly oveconsoildated soil. In other words, the strength of remolded Taipei silty clay can be satisfacorily represented by the NTIT-T1 model.
賴弘嘉. "Yielding Characteristics of Remolded Taipei Silty Clay". Thesis, 1998. http://ndltd.ncl.edu.tw/handle/03905012986980709237.
Pełny tekst źródła國立臺灣科技大學
營建工程技術研究所
86
A series of true triaxial tests was carried out on the 10 x 10 x 10cm cubical soil specimen to study the yielding characteristics of remolded Taipei silty clay. Two sets of stess paths are adopted for the tests: one strats from the origin and the other starts from the K0 consolidation condition. The methods used to determine the yielding of hte soil are by the 10gp'' - vtot plot and the bilinear regression method for the former and by the p'' - vtot'' and q - εstot plots and the maxiimum curvature method for the latter. By connecting all these initial yielding points on the p'' - q stress space together, then a initial yielding envelope of effetive stress can be drawn, this yielding nvelope covers not only the axial compression loading but also the axial extension loading. The yielding points determined from both sets of stress path are close to each other. In general, the more significant the soil anisotropy (i. e., the more the stress path deviates form the p'' aixis), the easier the yielding point can be determined. Due to the anisotropic natrue of remolded Taipei silty clay, the yielding envelope is not symmetrical to the p'' axis on the p'' - q stress space. In addition, the shape of yielding envelope is alwo affected by the stress path. A smaller yielding envelope is obtained, when the set of stress paths starting from origin is used for the true triaxial test. According to the above test results, the true triaxial test has shown its suitability to study the yielding characteristics of clay.
Hua-Yu, Chang, i 張化宇. "Vertical hole induced surface settlement of remolded clay". Thesis, 1994. http://ndltd.ncl.edu.tw/handle/02981491249412583673.
Pełny tekst źródła國立臺灣科技大學
營建工程技術學系
82
A series of Laboratory model test was performed to study the vertical hole induced surface settlement of the remolded clay. In addition to the vertical settlement,the soil near the surface tended to be squeezed laterally toward the hole. Therefore,the surface settlement was most significant around the hole and decreased parabolically as the distance increased. No obvious settlement was found at the distance of 8∼9D (D is the diameter of the hole)from the hole. Most of the surface settlement occured shortly after the hole was created and magnitude of settlement linearly with the diameter of the hole. The hole would still exist after the settlement was completed. However,if the hole could be refilled with concrete after most of the settlement had occured,further settlement within the area of 4.5D from the hole would be terminated and the loss of soil strength due to stress relief could be reduced also.
Chueh-YuWang i 王珏友. "Investigating the Creep Behavior on Remolded Low-plasticity Clay". Thesis, 2019. http://ndltd.ncl.edu.tw/handle/rhae95.
Pełny tekst źródłaChen, Hsin-Jen, i 陳信仁. "Influence of Nano-Clay on Shear Behavior of Remolded Mudstone". Thesis, 2010. http://ndltd.ncl.edu.tw/handle/96272890664035895311.
Pełny tekst źródła國立臺灣海洋大學
河海工程學系
98
A series of radial path tests are performed on remolded mudstone soil improved by adding nano-clay. Automated control true triaxial test apparatus devolped in this study is used for the investigation of radial path shear behavior. True triaxial test results show that(1)under b=0 and b=1 conditions, strength of remolded mudstone soil increases significantly due to additive of nano-clay, however, under b=0.5 condition, increasing of shear strength is not stable but irregular;(2)additive of nano-clay may reduce the influence of anisotropic consolidation and causes all the strains nearly have the same values;(3)pore water pressure is agitated fastlier as the intermediate stress is in y-direction due to additive of nano-clay; and (4)Von Mises failure criteria is available for mudstone soil without improvement, while Lade failure criteria is more suitable for nano-clay improved mudstone soil.
TSENG, CHI-HUNG, i 曾啟宏. "Influence of Radial Stress Path on Strength of Remolded Overconsoliated Clay". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/58107786287634249987.
Pełny tekst źródła國立臺灣科技大學
營建工程技術學系
83
A series of radial stress path tests has been performed on the remolded Taipei silty clay with the true triaxial testing device to find out its strength behavior under different anisotropic stress levels. Test results indicate that Mohr-Coulomb failure criterion can not satisfactorily represent the soil strength following various stress paths. In comparison, the total stress NTNT-T1 model for anisotropic soil can quite accuately predict the relationship between the normalized undrained shear strenth (Su/ σ ''c) and the direction of stress path ( θ ) for soil having the OCR value smaller than 4 with less than 7% difference from the test results. However, the Prevost''s total stress model tends to underestimte the lavoratory undrained shesr strength of normally consolidated to lightly oveconsoildated soil. In other words. the strength of remolded Taipei silty clay can be satisfacorily represented by the NTIT-T1 model.
Jang, Hung-Yu, i 簡弘雨. "Shear Strength of Remolded Clay determined from NGI Direct Simple Shear Device". Thesis, 1995. http://ndltd.ncl.edu.tw/handle/70613993813694841179.
Pełny tekst źródła國立臺灣科技大學
營建工程技術學系
83
A series of simple shear test has been performed on the remolded Taipei silty clay with the Norwegian Geotechnical Institute (NGI) direct simple shear device. Test results indicate that the stress-strain relationship of Taipei silty clay can be normalized with the effective consolidation pressure when tested under different over-consolidation ratios (OCR) and a simple constitutive equation can be adopted to fit the test results. The undrained shear strength at different depths can be determined from the relationship between the normalized undrained strength ( Su / σ '''' vc ) and the OCR values established following the SHANSEP method. If considering the strain compatibility along a slope slip surface, the stress-strain relationships obtained from the CAUC and CAUE triaxial tests are either significantly larger or smaller than the average value due to the progressive failure and the material anisotropy. However, it is found in this study that the average stress-strain behavior can be quite accurately predicted by the simple shear result.
Lynk, John Michael. "Performance of drag embedment anchors dragged through remolded clay and loaded at various horizontal orientations". Thesis, 2009. http://hdl.handle.net/2152/ETD-UT-2009-12-697.
Pełny tekst źródłatext
Części książek na temat "Remolded clay"
Yang, Guoyue, Keyu Li, Yunlong Xu i Liangji Li. "Dynamic Behaviors of Overconsolidated Remolded Red Clay Under Cyclic Compressive Stress Paths". W Lecture Notes in Civil Engineering, 297–309. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2349-6_18.
Pełny tekst źródłaJia-dan, Liu, i Gao Yan-bin. "Effects of Acid and Base Contamination on Geotechnical Properties of Shanghai Remolded Silty Clay". W Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 611–19. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_68.
Pełny tekst źródłaGao, Qian-Feng, Mohamad Jrad, Lamine Ighil Ameu, Mahdia Hattab i Jean-Marie Fleureau. "Dilatancy Phenomenon Study in Remolded Clays – A Micro-Macro Investigation". W Springer Series in Geomechanics and Geoengineering, 148–52. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_33.
Pełny tekst źródłaNiu, M. Y., i M. J. Jiang. "DEM modeling mechanical behaviors of remolded and structured clays under constant stress ratio compression tests". W Smart Geotechnics for Smart Societies, 383–93. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-40.
Pełny tekst źródłaFavre, Jean-Louis, i Mahdia Hattab. "Models by Jean Biarez for the Behavior of Clean Sands and Remolded Clays at Large Strains". W Multiscale Geomechanics, 113–52. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118601433.ch5.
Pełny tekst źródłaHisham Halalo, Nariman. "The effect of samples disturbance of partially saturated expansive clay soils on the soil properties". W Developments in Clay Science and Construction Techniques [Working Title]. IntechOpen, 2024. http://dx.doi.org/10.5772/intechopen.1004381.
Pełny tekst źródłaYatabe, R., N. Yagi, N. Bhandary i M. Fujiwara. "Shear characteristics of the reconsolidated clay remolded under low water content". W Deformation Characteristics of Geomaterials / Comportement Des Sols Et Des Roches Tendres. Taylor & Francis, 2003. http://dx.doi.org/10.1201/noe9058096043.ch84.
Pełny tekst źródłaKong, Ling, Hong Huang, Pierre-Yves Hicher i Dong Zhang. "Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test". W Geomechanics and Geotechnics, 751–55. CRC Press, 2010. http://dx.doi.org/10.1201/b10528-118.
Pełny tekst źródłaWang, Xiaolong, Jianling Gu, Song Xu i Shengdong Gu. "Experimental Study on Strength Influencing Factors of Calcareous Nodule Soil in Northern Jiangsu". W Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210162.
Pełny tekst źródła"Resonant column test on dynamic shear modulus and damping ratio of the remolded red clay and its law analysis". W Modeling and Computation in Engineering II, 141–52. CRC Press, 2013. http://dx.doi.org/10.1201/b14896-23.
Pełny tekst źródłaStreszczenia konferencji na temat "Remolded clay"
Thompson, Mark J., i Daniel R. VandenBerge. "Shear Strength of Remolded and Compacted Beaumont Clay". W Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.009.
Pełny tekst źródłaValle, Celestino, i Kenneth H. Stokoe. "Laboratory Measurements of the Dynamic Properties of Intact and Remolded Offshore Clays From Campeche Bay". W ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37248.
Pełny tekst źródłaLi, Shanmei, Zhikui Liu, Xiong Zhang i Chunmei Mu. "Effect of Acid Rain on the Disintegration of Remolded Red Clay". W Eighth International Conference on Case Histories in Geotechnical Engineering. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482131.012.
Pełny tekst źródłaHe, Ying-Cheng, Shang-Zhun Huang, Yue Gui, Zhen-Xing Zhu i Zhi-Bin Ding. "Effect of fiber materials on tensile properties of remolded red clay". W 2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR). IEEE, 2021. http://dx.doi.org/10.1109/ichceswidr54323.2021.9656452.
Pełny tekst źródłaJeevanantham, V. "Empirical Modeling on Swell Pressure of Clay using Index Properties". W Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-46.
Pełny tekst źródłaCastro, Raúl Nava, Jean M. E. Audibert, Willard DeGroff, Kuat C. Gan i Paul Ruckman. "Variation of Mechanical Properties of Soft Marine Clay With Methane Gas Content". W ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10800.
Pełny tekst źródłaLiu, Huixin, Guohui Xu, Qingpeng Zhao, Xin Wang i Yueqian Yu. "Experimental Study on Strength Weakening of Silty Soil of Subaqueous Yellow River Delta Under Cyclic Loadings". W ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20769.
Pełny tekst źródłaJin, Joe, Jean M. Audibert i Wan C. Kan. "Practical Design Process for Flowlines With Lateral Buckling". W ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20478.
Pełny tekst źródłaBoukpeti, Nathalie, David White, Mark Randolph i Han Eng Low. "Characterization of the Solid-Fluid Transition of Fine-Grained Sediments". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79738.
Pełny tekst źródła