[1] A.U. Pope, Introducing Persian Architecture, Soroush press, 1976.
[2] F. Tootoonchy, B. Asgarian, F. Danesh, Experimental in-plane behavior and retrofitting method of mud-brick walls, International Journal of Civil Engineering, 13(2)(2015) 191-201.
[3] A. Garg, H. Yadav, Study of Red Mud as an Alternative Building Material for Interlocking Block Manufacturing in Construction Industry, (2015).
[4] A.A. El-Derby, A. Elyamani, The adobe barrel vaulted structures in ancient Egypt: a study of two case studies for conservation purposes, Mediterranean Archaeology and Archaeometry, 16(1) (2016) 295-315.
[5] M.I. Gomes, M. Lopes, J. De Brito, Seismic resistance of earth construction in Portugal, Engineering Structures,33(3) (2011) 932-941.
[6] J. Revuelta-Acosta, A. Garcia-Diaz, G. Soto-Zarazua, E.Rico-Garcia, Adobe as a sustainable material: A thermal performance, Journal of Applied Sciences(Faisalabad),10(19) (2010) 2211-2216.
[7] H. Binici, O. Aksogan, D. Bakbak, H. Kaplan, B. Isik, Sound insulation of fibre reinforced mud brick walls, Construction and Building Materials, 23(2) (2009) 1035-1041.
[8] Zomarshidi H., “Iranian architecture of traditional materials science” Tehran, Zomorod Publishing, 1390,(In Persian.)
[9] Shpoor, T.; Neeri, A.; “Design masonry buildings” Tehran,science and literature Publishing, 1383, In Persian.
[10] Mirgoozar langerody, M.M., Mirgoozar langerody,S.S. and Rajabi, A. Retrofitting adobe buildings against earthquake, Retrofit National Conference on Iran, Yazd, Yazd University; (1387) , In Persian.
[11] E.L. Tolles III, H. Krawinkler, Seismic studies on smallscale models of adobe houses, (1990).
[12] M. Blondet, G.V. Garcia, S. Brzev, A. Rubiños,Earthquake-resistant construction of adobe buildings:A tutorial, EERI/IAEE world housing encyclopedia,(2003).
[13] L. Turanli, A. Saritas, Strengthening the structural behavior of adobe walls through the use of plaster reinforcement mesh, Construction and Building Materials, 25(4) (2011) 1747-1752.
[14] Oskouei, A.Vatani., M. Afzali. and M. Madadipour.,“Effect of lime and rice husk ash stabilization and compaction on mud brick reinforced with synthetic fibers”, Structural Analysis of Historical Constructions –Jerzy Jasieńko (ed) DWE, Proland, 978-83-7125-216-7,2012.
[15] Oskouei, A.Vatani., M. Afzali. and M. Madadipour.,“Effect of some natural additives on the mechanical properties of mud brick”, Structural Analysis of Historical Constructions – Jerzy Jasieńko (ed) DWE, Proland, 978-83-7125-216-7, 2012.
[16] Oskouei, A.Vatani., M. Afzali. and M. Madadipour.,“Effect of some synthetic fibers on the mechanical properties of mud brick”, Structural Analysis of Historical Constructions – Jerzy Jasieńko (ed) DWE, Proland, 978-83-7125-216-7, 2012.
[17] Ş. Yetgin, Ö. Çavdar, A. Cavdar, The effects of the fiber contents on the mechanic properties of the adobes,Construction and Building Materials, 22(3) (2008) 222-227.
[18] Dowling Dominic., “Improved adobe mud brick”, in application –child-care center construction in El Salvador, 13thWorld Conference on Earthquake Engineering.
[19] ASTM, Volume 04.08, Soil and Rock (I:D420-D5779),March 2003.
[20] V. Maniatidis, P. Walker, A review of rammed earth construction, Innovation Project “Developing Rammed Earth for UK Housing”, Natural Building Technology Group, Department of Architecture & Civil Engineering, University of Bath, (2003).
[21] ASTM, “Stadard test method for total evaporable moisture content of aggregate by drying”, ASTM C566-97, West Conshohocken, PA, USA, 1997.
[22] M. O'dogherty, A review of research on forage chopping, Journal of Agricultural Engineering Research, 27(4)(1982) 267-289.
[23] M. O'Dogherty, J. Huber, J. Dyson, C. Marshall, A study of the physical and mechanical properties of wheat straw,Journal of Agricultural Engineering Research, 62(2)(1995) 133-142.
[24] Nazari, M., Jafari, A., Tabatabaifar, A., Sharifi;Malvajerd, A., Tavakoli, H.; “The effect of moisture content, fast loading and high areas on the tensile strength of alfalfa”, Fifth National Conference on Agricultural Machinery Engineering, Mechanisation Ferdowsi University of Mashhad, 2008.
[25] Islamic Republic of Iran, Iranian National Standardization Organization, Clay brick- Specifications and Test Methods, INSO 7 5th .Revision, 2016,ICS:91.100.15, In Persian.
[26] L. Mbumbia, A.M. de Wilmars, Behaviour of lowtemperature fired laterite bricks under uniaxial compressive loading, onstruction and Building Materials, 16(2) (2002) 101-112.
[27] ASTM C.496-96 : Standard test method for splitting tensile strength of cylindrical concrete speciments.
[28] A.W. Hendry, Structural masonry, Scholium International, 1990.
[29] C. Kouakou, J. Morel, Strength and elasto-plastic properties of non-industrial building materials manufactured with clay as a natural binder, Applied Clay Science, 44(1) (2009) 27-34.
[30] NZ 4297; “Earth Building Association of New Zealand’,Engineering design of earth buildings, New Zealand:EBA, 1998.
[31] Q. Piattoni, E. Quagliarini, S. Lenci, Experimental analysis and modelling of the mechanical behaviour of earthen bricks, Construction and Building Materials,25(4) (2011) 2067-2075.
[32] R. Illampas, D.C. Charmpis, I. Ioannou, Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading, Engineering Structures, 80 (2014) 362-376.
)