-Alizadeh Mjadi, A. and Dabiri, R. (2018) Geotechnical Illustration of Fereshteh Alley in Tabriz City.
Journal of New Approaches in Civil Engineering, Vol.2, No.1, 14-32.
doi.org/10.30469/jnace.2018.66138
-Alizadeh Majdi, A. and Dabiri, R. (2019) Estimation of SPT Results Using Probabilistic Method and Artificial Neural Network in clay layers (Case study: Tabriz Clayey layers). Advanced Applied Geology, Vol.9, No.1, 62-74.
-Alizadeh Majdi, A. Dabiri, R.; Ganjian, N. and Ghalanderzadeh, A. (2020). Evaluation of the Janbu Modulus Number in clayey soils with using shear wave velocity (Case study: Tabriz City). Vol.49, No. 97, 105-115.
-Asadollahi, F. and Dabiri, R. (2017). Effects of Glass Fiber Reinforced Polymer on Geotechnical Properties of Clayey Soil. Journal of Structural Engineering and Geotechnics, Vol.7, No.2, 73-83.
-Ashraf, A. Rahman, S.; Faruk, O. and Bashar, A. E. (2018). Determination of Optimum Cement Content for Stabilization of Soft Soil and Durability Analysis of Soil Stabilized with Cement. American Journal of Civil Engineering, 6, 39.
doi.org/10.11648/j.ajce.20180601.17
-ASTM D421-85, (1985). Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants. Annual book of ASTM standards.
-ASTM D422-63, (1963). Standard Test Method for article-Size Analysis of Soils. Annual book of ASTM standards.
-ASTM D 4318-95a, (1995). Standard test method for liquid limit, plastic limit and plasticity index for soils. Annual Book of ASTM Standards.
-ASTM D 854-02, (2002). Standard test method for specific gravity of soil solids by water pycnometer. Annual Book of ASTM Standards.
-ASTM C618, (2022). Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolana for Use as Mineral Admixture. Annual Book of ASTM Standards.
-ASTM C305, (2014). Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. Annual Book of ASTM Standards.
-ASTM D698-00, (2000). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). Annual Book of ASTM Standards.
-ASTM D2166/D2166M-16, (2016). Standard test method for unconfined compressive strength of cohesive soils. Annual Book of ASTM Standards.
- ASTM C496, (2006). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. Annual Book of ASTM Standards.
-ASTM D5084-03, (2003). Standard test method for measurement of hydraulic conductivity of saturated porous materials using flexible wall permeameter. Annual Book of ASTM Standards.
-ASTM D1883-21, (2021). Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils. Annual Book of ASTM Standards.
-ASTM D560-03, (2003). Standard Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures (Withdrawn 2012). Annual Book of ASTM Standards.
-Barzegari, G. Dadadshzadeh, N. and Ranjbar B., R. (2024). Evaluation of physical and mechanical properties of Marls in East of Tabriz city.
1st national conference of applying new technologies in civil engineering, Islamic azad university, Tabriz Branch, 15 and 16 May, Tabriz, Iran.
-Bell, F. G. (1981). A survey of the physical properties of some carbonate rocks. Bulletin of the International Association Engineering Geology, Vol.24, 105–110.
- Code No.234, (2003). Iran Highway asphalt paving code. Ministry of roads and transportation deputy of training, research and information technology research and training center.
-Code No.268, (2003). Instruction manual for stabilization and construction of embankment, subgrade and pavement layers with stabilized mixture. Ministry of roads and transportation deputy of training, research and information technology research and training center.
-Dadadshzadeh, N. Hashemi, M. Ghazi Fard, A. and Asghari-Kalajahi, E. (2023). Physical Properties of Tabriz gray marlstone, NW of Iran. Smart Geotechnics for Smart Societies.doi: 10.1201/9781003299127-115.
-Deng, H. Huang, K.; Wu, F. and Wang, Y. (2024). Performance evaluation and degradation analysis of suspended dense broken stone road foundation stabilized by cement under conditions of freezing and thawing. Buildings, Vol.14, No.6, 1828.doi.org/10.3390/buildings14061828
-Derafshinou, M. Alizadeh Majdi, A. and Dabiri, R. (2024). Evaluation of the Specimen Disturbance Effects on the Strength Properties of Clayey Soils. New Findings in Applied Geology, Vol.18, No.36, 99-117.
-Ekinci, A. Hanafi, M. and Aydn, E. (2020). Strength, Stiffness, and Microstructure of Wood-Ash Stabilized Marine Clay. Minerals, Vol.10, 796-797.doi.org/10.3390/min10090796
-Farsamnia, R. and Dabiri, R. (2023). Effects of Saw Dust Ash on Geotechnical Properties of Clayey Soil. Engineering Geology, Vol.15, No.4, 79-95.
-Fondjo, A. A. Theron, E. and Ray, R. P. (2021). Stabilization of Expansive Soils Using Mechanical and Chemical Methods: A Comprehensive Review. Civil Engineering and Architecture.
-Ghaffari, S. and Dabiri, R. (2021). Study of Nano-clay and Limestone Powder Effects on the Geotechnical Properties of Clayey Soil of Eastern Tabriz. Kharazmi University Journal of Engineering Geology, Vol.15, No.3, 455-479.
-Hayder, H. A. Mohamed, A. and Shahin Walske, M. L. (2020). Review of Fly-Ash-Based Geopolymers for Soil Stabilization with Special Reference to Clay. Geosciences, Vol.10, 249-250. doi: 10.3390/geosciences10070249.
-Hooshmand, A. Aminfar, M. H. Asghari, E. and Ahmadi, H. (2011). Mechanical and Physical Characterization of Tabriz Marls, Iran. Geotechnical and Geological Engineering, Vol.30, 219-232.
-Kalkan, E. (2022). Freeze-thaw behavior of stabilized clayey soil with red mud and cement. International Journal of Science and Engineering Applications, Vol.11, No.1, 27-30. doi.org/10.7753/ijsea1101.1004
-Lu, J. Tan, L. Yang, H. Wan, X. Wang, Y. and Yan, Z. (2023) “Experimental study on the hydro-thermal-deformation characteristics of cement-stabilized soil exposed to freeze–thaw cycles. Frontiers in Earth Science, Vol.10.
-Ma, Z.; Xing, Z.; Zhao, Y.; and Hu, Y.; (2023) Dynamic strength characteristics of cement-improved silty clay under the effect of freeze-thaw cycles. Sustainability, Vol.15, No.4, 3333. doi.org/10.3390/su15043333
-McCarthy, D. F. (1982). Essential of soil mechanics and foundations. 2ed. Reston Publishing Company. Reston, Virginia, 632-633.
-Rolt, J. Williams, S. Jones, C. R. and Smith, H. R. (1987). Performance of a full scale pavement design experiment in jamaica. Transportation Research Record.
-Sadrkarimi, J. Zekri, A. and Majidpour, H. (2006). Geotechnical features of Tabriz Marl. IAEG2006 Paper number 335.
-Shahriar Kian, M.; Kabiri, S.; and Bayat, M.; (2021). Utilization of zeolite to improve the behavior of cement-stabilized soil.
International Journal of Geosynthetics and Ground Engineering, Vol.7, No.2,
doi.org/10.1007/s40891-021-00284-9
-Sahebkaram, A. and Dabiri, R. (2017). Effect of the Fibers type on improving the bearing capacity of clayey soils. International Journal on Technical and Physical Problems of Engineering, Vol.9, No.1, 43-50.
-Ural, N. (2018). The Importance of Clay in Geotechnical Engineering. Current Topics in the Utilization of Clay in Industrial and Medical Applications.
dx.doi.org/10.5772/intechopen.75817
-Wang, S. Liv, Q. Baaj, H. Li, X. and Yan-xu, Z. (2016). Volume change behaviour and microstructure of stabilized loess under cyclic freeze–thaw conditions. Canadian Journal of Civil Engineering, Vol.43, No.10, 865-874.
doi.org/10.1139/cjce-2016-0052
-Xu, L. Ding, X. Sun, S. Gu., H. Niu, L. and Chen, Y. (2023). Experimental study on the influence of snow-melting agents on fiber-reinforced cemented soil under freezing-thawing cycles.
Advances in Materials Science and Engineering, 1-15,
doi.org/10.1155/2023/9766539
-Yang, M. Deng, S. and Dong, Z. (2023). Study on anchoring characteristics and freeze–thaw degradation law of the cement-based
early-strength anchor in freeze–thaw regions.
Sustainability, Vol.15, No.10, 7773-7774.
doi.org/10.3390/su15107773
- Yu, X. B. Zhang, B. and Cartweight, D. (2010). Beneficial Utilization of Lime Sludge for Subgrade Stabilization: A Pilot Investigation.
-Zhang, R. M. Long, M. and Zheng, J. (2019). Comparison of Environmental Impacts of Two Alternative Stabilization Techniques on Expansive Soil Slopes. Advances in Civil Engineering, 1-13.
doi.org/10.1155/2019/9454929
