Contents & References of Investigating the effect of nanoparticles on the self-healing process of clay soils
List:
Chapter 1-General
1-1- Introduction. 2
1-2- Research objectives. 3.
1-3- Research structure. 3
Chapter Two - Research background
2-1- Introduction. 6
2-2- History of nanotechnology. 6
2-3- Reasons for using nano technology. 7
2-4- Nanotechnology and geotechnical engineering. 9
5-2- Investigations about self-healing phenomenon. 13
2-6-Summary. 18
Chapter 3- Characteristics of clay soils
3-1- Introduction. 21
3-2- Clay minerals and their classification. 21
3-3- Swelling and shrinkage in clay soils. 23
3-4- Divergence of clay soils. 24
3-5- The nature of cracking. 25
3-5-1- Division of cracks based on the nature of the crack. 26
3-5-2- Classification of cracks based on the main failure factor. 27
3-5-3- Preventing cracking. 29
3-6- Methods of dealing with divergent soils. 30
3-6-1-Appropriate design and implementation methods. 31
3-7- Features of montmorillonite (bentonite). 32
3-8- Self-healing process. 33
3-9- Summary. 34
Chapter Four - Research Method
4-1-Introduction. 37
4-2- consumables. 37
4-2-1-clay soil. 37
4-2-2-Unmodified montmorillonite nanoclay. 38
4-3- Determining the dough limit and flow limit. 38
4-4- Determining the percentage of divergence. 40
4-4-1- Crumb test. 40
4-4-2- double hydrometric test. 41
4-5- Preparation of uniaxial compressive strength. 42
4-6-Summary. 44
Chapter Five- Expression of results and interpretation of laboratory data
5-1- Introduction. 46
5-2- Crumb test. 47
5-3- Double hydrometric test. 47
5-4- Unconfined compressive strength test. 48
5-5- Correctness of the tests performed. 75
5-6- Determining the optimal percentage of unmodified montmorillonite nanoclay. 76
Chapter Six - Conclusion and Suggestions
6-1- Conclusion. 79
6-2- Suggestions. 82
Sources.. 106
Source:
]1 [Arbani, M. Zahedi Far, M. Ahmadi, H. "Evaluation of the effect of waste iron powder in the improvement of fine-grained clay soils", 6th National Congress of Civil Engineering, Semnan, April 1390.] 2[ Khosravani Moghadam, A. Qurbani, A. "Investigation of the effect of nano-clay on the engineering properties of cohesive soils", 6th National Civil Engineering Congress, Semnan, May 2013
]3 [Ghazi, H., 2016, investigation of the effect of the amount of materials in the nano-scale on the engineering-geotechnical properties of soil, master's thesis, Faculty of Civil Engineering, University of Science and Technology
]4 [Hoshiar, Y., 2015, soil identification self-healing methods in order to control seepage in the core of earthen dams, master's thesis, technical faculty of Islamic Azad University, Central Tehran branch. [5] www.nano.ir Iran Nano Technology Development Visa Headquarters site [p>
] 6 [Sadat Nouri, S.A. and Khodayari, M. (2004) Introduction to Nanotechnology, Noorpardazan Publications [p>
] 7 [Moghrabi, M. and Shahroudi , M. (2004) The direction and direction of research in nanotechnology, Athena Publications
] 8 [Karimzadeh, F., Qasmeli, A. Salemizadeh, S. (2004) Nanomaterials (properties, production and application), Jihad University Publishing Center, Isfahan Industrial Unit
] 9 [Habibnejad Kovarim, M. (2016) Nanomaterials (definitions, properties, production methods and Applications), Tehran Farandish Publishing
] 10 [Sidi Gholsfidi, S., A. Baziar, M., H. Mir Kazmi, S., M. Qazi, H. "Applications of nanotechnology in geotechnical engineering", the first national conference on civil engineering and development, Zibaknar, March 2010
] 11 [Ganji, H. Fazli Oli, R. Nuranjad, A. "Study of stress changes" Soil shearing before and after the use of nanoclays", 9th International Civil Engineering Conference, Isfahan, April 2013. 12 [Fakhri, Z. Pourhosseini, R. Fakhri, M, H. "Investigating the effect of nanoclay on the basic geotechnical properties of kaolinite clay", 9th International Civil Engineering Conference, Isfahan, April 2013. 13] Janalizadeh, A. Jahanshahi, M. Roshan, N. Qasabkalai, N. "Evaluation of the effect of nano-silica on improving the resistance behavior of clay soils", the 7th National Conference on Civil Engineering, Sistan and Baluchistan, April 2013.
] 14 [Janalizadeh, A. Ofaei, A. Soleimani, S. "Evaluation of the joint effect of cement and nano-silica on the resistance behavior of Caspian coast sand", the first national conference Iran Geotechnics, Ardabil, November 30, 2012.
. [15] Iskandrinejad, R. "Investigation of the self-healing properties of clay layers and the effect of various parameters on it", 9th International Engineering Congress"Investigation of the self-healing property of clay layers and the effect of various parameters on it", 9th International Congress of Civil Engineering, Isfahan University of Technology, May 2013.
]16[Kalantari, F. Hoshiar, Y. Hamed, S.
]17 [Dr. Yusufzadeh Fard, M., 1389, Soil and Foundation Mechanics, Tabriz, Tabriz University Publications.
Kalondi, S.M. (1387) "Manufacturing Cement and Concrete by Nano Technology", Special Headquarters for Nano Technology Development.
Engineer Yazdachi, M., 1373, Advanced Soil Mechanics, Tabriz, University of Technology Publications. [p>
] 18 [Qazi Noor, 1353, Mechanics of Swellable Soils, Tehran, Sano Consulting Engineers Publications.
] 19 [Zamardian, M.A. Vakili, A. 1390, Evaluation of Divergence Potential and Physical and Mechanical Properties of Divergent Clay Stabilized with Lime and Pozzolan, Tehran, Iran Water and Soil Research Journal, Publication No. 42, 219-231. 20 [Hasanpour, 2014, Investigation of the effect of drying on the cracking and permeability of the impervious layer (landfill), Master's Thesis in Soil Engineering, Tehran University, Faculty of Engineering. Earth Dams, Tehran, National Committee for Large Dams of Iran, Publication No. 8. [p>
] 22 [Sakhavtian, A. Islami, A. "Evaluation of undrained Rasht clay shear strength at deep surface using uniaxial, Wien and nephrometer tests; considering anisotropy phenomenon", 5th National Civil Engineering Congress, Mashhad, April 1389.
[23] J-J, Wang, H-P, Zhang, L. Zhang, Y. Liang, (2013) "Experimental study on self-healing of crack in clay seepage barrier", Engineering Geology, 159, 31-35
[24] Batiaens, W. Bernier, F. Ling Li, X., (2007), "Experiments and conclusions on fracturing, self-healing and self-sealing processes in clays', Physics and Chemistry of earth, 32, 600-615.
[25] Daniel, D.E. Shan, H.Y. and Anderson, J.D., 1993, 'Effects of partial wetting on the performance of the Bentonite component of Geosynthic clay Liners', proceedings of Geosynthetics 93, IFAI, Vol.3, Van Couver, British Columbia, Canada, March 1993, pp.1483-1496.
[26] Hikasa, A. Sekino, T. Hayashi, Y. Rajagolopalan, R. Niihara, k. ,(2004) ,'Preparation and corrosion studies of self-healing Multi-Layered Nano coatings of silica and sweeling clay', Matrice technology,8:2,84-88.
[27] M.victoria villar, Antonio lioret(2008), Influence of dry density and water content on the swelling of a compacted bentonite, a Centro de Investigaciones Energéticas, Medioambientales y Tecnol?gicas (CIEMAT), Avd. Complutense 22, 28040 Madrid, Spain Universitat Politècnica de Catalunya (UPC), C/ Jordi Girona 1-3, 08034 Barcelona, ??Spain
[28] Chao-Sheng Tang, Bin Shi, Chun Liu, Wen-Bin Suo, Lei Gao, Experimental characterization of shrinkage and desiccation cracking in thin clay layer, School of Earth Sciences and Engineering, Nanjing University, 22 Hankou Road, Nanjing 210093, China
[29] Seed, H.B. Wood ward, R.J. et lundern.R ``Prediction of swelling potential for compacted clays'' Journal of the soil mechanics and Foundations Division, ASCE.Vol.54, No.4 (1962)
[30] Taha, M.R and Taha, O.M.E., 2012, 'influence of nano-material on the expensive and shrinkage soil behavior', Nanoparticle research, 14:1190.