بررسی عددی - آزمایشگاهی اثر مقاومت فشاری سیمان بر ویژگی مکانیکی بتن به کمک الگوهای مبتنی بر هوش مصنوعی

[1] Yazdani A., Nicknam A., Dadras E.Y., Eftekhari S.N., Entropy-based sensitivity analysis of global seismic demand of concrete structures, Engineering Structures 146 (2017) 118-126.

[2] Wang G., Wang Y., Lu W., Yu M., Wang C., Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study, Engineering Structures 148 (2017) 263-276.

[3] Cassese P., Ricci P., Verderame G.M., Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section, Engineering Structures 144 (2017) 88-106.

[4] Kim B.-J., Yi C., Experimental study on the shrinkage properties and cracking potential of high strength concrete containing industrial by-products for nuclear power plant concrete, Nuclear Engineering and Technology 49(1) (2017) 224-233.

[5] Mahdinia S., Eskandari-Naddaf H., Shadnia R., Effect of cement strength class on the prediction of compressive strength of cement mortar using GEP method, Construction and Building Materials 198 (2019) 27-41.

[6] Akalin O., Akay K.U., Sennaroglu B., Tez M., Optimization of chemical admixture for concrete on mortar performance tests using mixture experiments, Chemometrics and Intelligent Laboratory Systems 104(2) (2010) 233-242.

[7] Sikora P., El-Khayatt A.M., Saudi H., Liard M., Lootens D., Chung S.-Y., Woliński P., Abd Elrahman M., Rheological, Mechanical, Microstructural and Radiation Shielding Properties of Cement Pastes Containing Magnetite (Fe3O4) Nanoparticles, International Journal of Concrete Structures and Materials 17(1) (2023) 7.

[8] Liao L., Wu S., Hao R., Zhou Y., Xie P., The compressive strength and damage mechanisms of pervious concrete based on 2D mesoscale pore characteristics, Construction and Building Materials 386 (2023) 131561.

[9] Leemann A., Winnefeld F., The effect of viscosity modifying agents on mortar and concrete, Cement and Concrete Composites 29(5) (2007) 341-349.

[10] Paiva H., Velosa A., Cachim P., Ferreira V., Correlation between mortar and concrete behavior using rheological analysis, Journal of Building Engineering 4 (2015) 177-188.

[11] Gong F., Zhang D., Sicat E., Ueda T., Empirical estimation of pore size distribution in cement, mortar, and concrete, Journal of Materials in Civil Engineering 26(7) (2014) 04014023.

[12] Leemann A., Nygaard P., Kaufmann J., Loser R., Relation between carbonation resistance, mix design and exposure of mortar and concrete, Cement and Concrete Composites 62 (2015) 33-43.

[13] Saikia N., De Brito J., Use of plastic waste as aggregate in cement mortar and concrete preparation: A review, Construction and Building Materials 34 (2012) 385-401.

[14] ASTM C., 33, Method for Standard Specification for Concrete Aggregates, ASTM International  (2001).

[15] ASTM C., 109,Standard Test Method for

Compressive Strength of Hydraulic Cement Mortars, Annual book of ASTM standards 4 (2008).

[16] INSO, 581-2, Preparing and processing concrete samples in the laboratory, Iranian National Standardization Organization  (1393).

[17] ASTM C., 204-07,Standard Test Methods for

Fineness of Hydraulic Cement by Air-Permeability

Apparatus, Annual book of ASTM standards 7 (2007).

[18] ASTM C., 349-02. Standard test method for compressive strength of hydraulic-cement mortars (using portions of prisms broken in flexure), Annual book of ASTM 4 (2002).

[19] INSO, 1608-3, Hardened ConcretePart 3: Compressive Strength of Test Specimens, Iranian National Standardization Organization  (1393).

[20] Mahdinia S., Tavakkolizadeh M., Ahmadi Jalayer M., Prediction of Standard Sand cement Mortar Compressive Strength Using Artificial Neural Network and Considering the Effect of Cement Fineness, Journal of Concrete Structures and Materials 7(2) (2022) 111-127.

[21] Azimi-Pour M., Eskandari-Naddaf H., ANN and GEP prediction for simultaneous effect of nano and micro silica on the compressive and flexural strength of cement mortar, Construction and Building Materials 189 (2018) 978-992