[1] Neville, A.M. (2011). Property of concrete) 5th Ed. (, Prentice Hall Pub.
[2] Mehta, P.K. Monteiro, P.J.M. Concrete: Micro-structure, properties and materials (3th Ed. (, Mc Graw-Hill, New York.
[3] Yang, C. C. Cho, S.W. (2003). Influence of aggregate content on the migration coefficient of concrete materials using electrochemical method. Materials Chemistry and Physics, vol. 80, pp. 752 –757.
[4] Basheer, L. Kroop, J. and Cleland, D.J. (2001). Assessment of durability of concrete from its permeation properties: A Review. Construction and building materials, No. 15, pp. 93 – 103.
[5] Banthia, N. Biparva, A. and Mindess, S. (2005). Permeability of concrete under stress. Cement and Concrete Research, No. 35, pp. 1651 – 1655.
[6] Jain, A.K. Chauhan, J.S. Goliya, S.S. (2011). Effect of shape and size of aggregate on permeability of pervious concrete. Journal of Engineering Research and Studies, Vol. II, October–December, pp 48-56.
[7] Özen, M. (2007). Investigation of relationship between aggregate shape parameters and concrete strength using imaging techniques. Thesis MS.c. in Civil Engineering, University of Murat Özen,Turkey.
[8] Final Report National concrete pavement technology center. (2009). Investigation into freezing-thawing durability of low-permeability concrete with and without air entraining agent. Tehran.
[9] Tao, Ji. (2005). Preliminary study on the water permeability and microstructure of concrete incorporating nano-sio2. Cement and Concrete Research, No. 35, PP. 1943-1947.
[10] Building and housing research center. (2004). Researches First international concrete and development conference. Tehran: Building and housing research center pub.
[11] Montes, P. Bremmer, T.W. and Castellanos, F. (2006). Interactive effects of fly ash and CNI on corrosion of reinforced high-performance concrete
. Materials and Structures, Vol. 39,
Issue 2, pp 201–210.
[12] Kolias S. and Georgiou C. (2005). The effect of paste volume and of water content on the strength and water absorption of concrete. Journal of Cement & Concrete Composites, No. 27, pp 211-216.
[13] Ahmad, S. Azad, A.K. and Loughlin, K.F. (2005). A study of permeability and tortuosity of concrete. 30th Conference on Our World in Concrete & Structures, Singapore, 23 - 24 August.
[14] Hefnawy, E.El. Ibrahim, A.A. R.A. F. (2014). Comparative study on strength, permeability and sorptivity of concrete and their relation with concrete durability. International Journal of Engineering and Innovative Technology (IJEIT), Vol. 4, Issue 4. Pp. 123-131.
[15] Building and Housing Research Center, (2014). National durability of concrete code in Persian Gulf and Oman Sea, Issue: 428. Tehran. Building and Housing Research Center pub. P.P. 34-35.
[16] Minnesota Department of Transportation, (2009). Effect of concrete materials on permeability of concrete mixes used in MINNESOTA department of transportation paving projects. U.S. state of Minnesota. Minnesota highway research pub.
[18] Gomes, J.P.C.L.A. de Oliveira, P. and Perei, C.N.G. (2002). Discussion of aggregate and concrete water absorption and permeability testing methodology. World Congress on Housing Construction- An Inter- disciplinary Task, September 9-13, Coimbra, Portugal.
[19] Zhang, S.P. and Zong, L. (2014). Evaluation of relationship between water absorption and durability of concrete materials. Advances in Materials Science and Engineering, 8 pages.
[20] Zhang, F. Guo, L. and Chi, N.M.X. (2014). Coarse aggregate effects on compressive strength and permeability coefficient of non-fine concrete. EJGE, Vol. 19, PP.8905-8913.
[21] Ghiasvand, e. Zareee, b. Sharifi, p. Saraee, e. (2015). Effect variation of maximum of size of aggregate on permeability of common concretes”, 7th annual national concrete conference, Tehran.
[22] Naderi, M. (2009). Ways to improve and determine of laboratory and in-situ strength of concrete, (first vol.), published Roozbehan, Tehran.
[23] Ammar, Y. and Kabagire K. (2014). New approach to proportion pervious concrete. Construction and Building Materials, vol. 62:38-46.
[24] Naderi, M. (2010). Registration of Patent in Companies and industrial property Office. Determine of concrete, stone, mortar, brick and other construction materials permeability with cylindrical chamber method. Reg. N. 67726. Iran.
[25] Taheri, M. (2011). Laboratory measurement of concrete permeability with cylindrical chamber method. MS.c. Thesis, International Imam Khomeini University.
[26] Naderi, M. and et. al. (2011). Laboratory determined permeability of concrete with cylindrical chamber method. First international conference of un-permeable concrete- Drinking water of storage tanks, Water and sewer, Guilan, Iran.
[27] Naderi, M. (2002). Registration of Patent in Companies and industrial property Office, Twist-off method, Iran.
[29] Naderi, M. (2007). New Twist-Off Method for the Evaluation of In-Situ Strength of Concrete, Journal of Testing and Evaluation, Vol. 35, No. 6, pp. 602-608.
[31] Naderi, M. (2006). Assessing the in situ strength of concrete, using new Twist-Off method. International journal of civil engineering, vol.4, No.2., pp. 146-155.
[32] ASTM D4543-08, Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and Verifying Conformance to Dimensional and Shape Tolerances.
[33] ASTM D2216-10, Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass.
[34] ASTM D7263-09, Standard Test Methods for Laboratory Determination of Density (Unit Weight) of Soil Specimens.
[35] ASTM C136-06, Standard test method for sieve analysis of fine and coarse aggregates.
[36] ASTM C33 / C33M-11, Standard Specification for Concrete Aggregates.
[37] ASTM C150 / C150M-09, Standard Specification for Portland cement.
[38] ASTM C494 / C494M Type B, D & G., Standard Specification for Chemical Admixtures for Concrete.