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Liu, Si Feng, Si Jun Guo, and Pei Ming Wang. "Influence of Temperature on the Hydration Heat of Polymer Modified Mortars." Advanced Materials Research 687 (April 2013): 130–35. http://dx.doi.org/10.4028/www.scientific.net/amr.687.130.
The hydration heat of polymer modified mortar were measured at 5°C、10°C、20°C and 40°C using Multi-channel Isothermal calorimeter. The effects of temperature on hydration heat of polymer modified mortars with 0.1% methyl hydroxylpropyl cellulose (MHPC), 3% ethylene vinyl acetate (EVA) and 0.1%MHPC+3%EVA were investigated. The curves of hydration heat show that the polymer reduces the hydration heat of mortars and it is related to the temperature. The effects will be more and more remarkable with the increasing of temperature; Temperature also affects the exothermic rate peak of polymer modified mortars. The exothermic rate peak of polymer modified mortar at low temperature is almost equal to that of the ordinary cement mortar. However, it is obviously lower than that of ordinary cement mortar at high temperature ; The time to the exothermic rate peak of polymer modified mortar is also related to the temperature.
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Guo, Jun Lin, Kang Yuan, and Ling Ling Zhang. "Research on Shear Bearing Capacity and Sliding Performance of Modified Mortar Isolation Sliding Layer for Rural Construction." Applied Mechanics and Materials 777 (July 2015): 185–89. http://dx.doi.org/10.4028/www.scientific.net/amm.777.185.
This paper studied the cracking and sliding working performance of modified mortar isolation sliding layer in a sliding isolation technique suitable for the rural construction. The technology realizes the sliding isolation by setting the up and down ring beams at the outdoor ground bonded by low-grade modified mortar and the shear deformation limit by setting rubber beams. Through the compression-shear tests on different grades of modified mortar which mixed with graphite and talc, the horizontal shear strength of different modified mortars have been acquired. the friction performances of different modified mortars have been Compared by the friction coefficient tests,. Through calculating, the sliding performances of modified mortar layer under the seismic actions of different seismic fortification intensities have been achieved. The research shows that the modified mortar sliding layer has well sliding performance, and it is able to meet the demand of sliding isolation of the rural construction.
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Hong, Sunhee, and Wan Ki Kim. "Properties of VA/E/MMA Terpolymer Powder-Modified Mortars." Advanced Materials Research 1129 (November 2015): 169–76. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.169.
This study is to examine and clarify the quality of polymer-modified mortars using a VA/E/MMA terpolymer powder as compared with polymer-modified mortars using a VAE copolymer powder. Polymer-modified mortars using general commercial redispersible polymer powders are prepared with various polymer-cement ratios, and tested for flexural and compressive strengths, tensile strength, water absorption, chloride ion penetration, carbonation and pore size distribution by mercury porosimetry. Overall, the properties of polymer-modified mortars using a VA/E/MMA terpolymer powder were superior to those of polymer-modified mortars using a VAE copolymer powder. And VA/E/MMA terpolymer powder-modified mortars showed significantly improved mechanical properties and durability in comparison with unmodified mortar. It is concluded from the test results that the modification of cement mortar with redispersible polymer powder improves the properties of unmodified mortar, and VA/E/MMA terpolymer powder has higher quality than VAE copolymer powder.
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Cheng, Yong Chun, Hui Li Ma, Jian Ping Huang, Peng Zhang, and Jing Lin Tao. "Performances Comparison of Mine Filler Asphalt Mortar and Diatomite Asphalt Mortar." Applied Mechanics and Materials 361-363 (August 2013): 1861–64. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1861.
In order to study the different influences of mine filler and diatomite on asphalt mortar performance, asphalt mortars with 7% mix amount of mine filler and diatomite were tested for apparent viscosity at 135°C, penetration value at 25°C, and softening point. PI and PVN were used to evaluate the temperature sensitivity of the two kinds of asphalt mortars as well. Further, asphalt mortar bending test at low temperature were done to verify the good mechanical performance of diatomite asphalt mortar. Results indicate that, compared to mine filler, diatomite has stronger modified effect on asphalt, including apparent viscosity, penetration and softening point. And diatomite is more conducive to weakening temperature sensitivity of asphalt mortar. In addition, bending test indicates that diatomite asphalt mortar is more conducive to upgrade low temperature performance. Thus, it is significant for the preparation of diatomite modified asphalt concrete on the design of grade mixing ratio, so as to be conducive to promoting the use of diatomite modified asphalt concrete.
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MOTTA, L. A. C., J. G. VIEIRA, T. H. OMENA, F. A. C. FARIA, G. RODRIGUES FILHO, and R. M. N. ASSUNÇÃO. "Mortar modified with sulfonated polystyrene produced from waste plastic cups." Revista IBRACON de Estruturas e Materiais 9, no. 5 (October 2016): 754–64. http://dx.doi.org/10.1590/s1983-41952016000500007.
Abstract In this work, we studied the addition of sulfonated polystyrene produced from waste plastic cups as an admixture for mortars. Mortars were analyzed with polystyrene content of 0.0; 0.2; 0.6; 1.0 and 1.4% in relation to the cement mass. The influence of polystyrene on the mortars' properties was evaluated by the consistency index, water retention, water absorption, porosity, elasticity modulus, compressive strength, flexural strength, bond tensile strength and microscopy. The increase in the sulfonated polystyrene content decreased the elasticity modulus of the mortar and, despite higher porosity, there was a reduction of water absorption by capillarity. In relation to mortar without admixture, the modified mortar showed an increase in water retention and consistency index, and a large increase in flexural strength and bond tensile strength. The significant increase of bond tensile strength (214% with admixture 1%) highlights the potential of the produced material as an adhesive mortar.
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ABADOU, Yacine, Ratiba KETTAB, and Abderrahmane GHRIEB. "DURABILITY OF A REPAIRED DUNE SAND MORTAR MODIFIED BY CERAMIC WASTE." Engineering Structures and Technologies 10, no. 1 (April 27, 2018): 1–9. http://dx.doi.org/10.3846/2029882x.2018.1445038.
The waste-modified mortars have an important place in the range of repair products. The objective of this study is to better understand and analyze, in one hand, the influence of ceramic waste in the dune sand mortars on the quality of repair concrete surfaces, in the other hand, durability of the mortars in interaction with the substrates to which they are applied. As regards the mortar layer durability, two indicators are chosen: the first is the adhesion to the substrate, and the second is the stress state in the mortar layer. For this, two types of modified mortars were made using two types of waste ceramics: sanitary ceramics and earthenware. To evaluate the quality of the adhesion to a substrate surface to be repaired, an adhesion test based on the three point bending test was implemented, taking into account the influences of the environment, the state of the surface of the substrate, the nature of the substrate defined by its water saturation degree and its porosity. The mortar composition parameters, in particular, the nature and the amount of ceramic, were studied. The results enable us to evaluate the influences of the waste ceramic incorporation in the mortar and the substrate condition on which the mortar is applied. Show that the adhesion depends on both the type and the amount of the used ceramic waste and the applied cure. It is optimized from 30% of ceramic earthenware and sanitary mortar adhesive strengths are higher than mortars based on dune sand ones.
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Rehman, Safi Ur, Muhammad Yaqub, Tariq Ali, Khan Shahzada, Sajjad Wali Khan, and Muhammad Noman. "Durability of Mortars Modified with Calcined Montmorillonite Clay." Civil Engineering Journal 5, no. 7 (July 18, 2019): 1490–505. http://dx.doi.org/10.28991/cej-2019-03091347.
This study aims to evaluate the performance of mortars containing locally available Pakistani montmorillonite (Mmt) clay mineral as partial replacement of cement in various curing environments. The local montmorillonite clay in “As is” (20°C) and “heated” (100°C, 200°C, 300°C, 400°C, 500°C, 600°C, 700°C, 800°C, 900°C & 1000°C) conditions was incorporated in mortar cubes as partial replacement of cement. Montmorillonite clay of all the temperatures was replaced by 15%, 20%, 25%, 30% and 35% of cement mass in mortar cubes. The Strength Activity Index (SAI) was calculated to determine the optimum activation temperature for the clay. Compressive strengths of the controlled mix and montmorillonite modified mortars were evaluated under the Sodium Sulfate (SS) (5% solution) and mixed (Sodium Sulfate + Sodium Chloride (SCS)) (5% +3.5% solution) curing environments to study its durability performance. Upon thermal treatment montmorillonite clay showed maximum activation at 800°C temperature. Mortar containing (800°C) calcined montmorillonite clay with 25% cement replacement exhibit competent compression results. Moreover, up on exposure to aggressive environments, montmorillonite clay mortars performed better than the control samples. The mortar cubes exposed to Sulfate environment (SS) were more damaged in compression than that exposed to mixed environment (SCS), for all replacement levels and time exposures.
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Wang, Ru, and Liang Zhang. "Mechanism and Durability of Repair Systems in Polymer-Modified Cement Mortars." Advances in Materials Science and Engineering 2015 (2015): 1–8. http://dx.doi.org/10.1155/2015/594672.
This paper investigated the mechanism and durability of repair systems made of ordinary cement-based repair mortar and three kinds of polymer-modified repair mortars with old concrete, SBR dispersion, SAE dispersion, and SAE powder. By comparing the bonding properties of mortars before and after erosion, it was found that polymers could effectively improve the durability of the repair system and SAE powder had the best improvement. Micromorphology study of the repair mortar and the interface of repair mortar with old concrete through SEM showed that the polymer film formed from SAE powder whatever in the mortar or at the interface was dense and tough, the film formed from SAE dispersion was loose and weak, while the film formed from SBR dispersion was in between them, which explained the difference in the tensile bond strength and the durability of the repair systems.
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Liu, Xing, Shao Peng Wu, Ling Pang, and Pei Da Guo. "Research on the Fatigue Properties of Organo-Montmorillonite Modified Bitumen Mortar." Key Engineering Materials 509 (April 2012): 175–80. http://dx.doi.org/10.4028/www.scientific.net/kem.509.175.
This study investigated the fatigue properties of organo-montmorillonite modified bitumen mortar. Organo-modified montmorillonite（OMMT）with a content of 5 wt% was used to modified one base bitumen mortar which consist of filler and bitumen at a weight ratio of 0.8:1. The fatigue properties of these bitumen mortars have been determined using a dynamic shear rheometer（DSR）through time sweep test. Result indicated that, due to the addition of the OMMT, the fatigue properties of modified bitumen mortar was superior to those of pristine mortar. Therefore, the OMMT would be an alternative to modifiers used in the bitumen to improve the lifetime of asphalt pavement. Meanwhile, some fatigue equations were estabilished.
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Wang, Ru, Dao Xun Ma, and Pei Ming Wang. "Waterproof Performance of Polymer-Modified Cement Mortar." Advanced Materials Research 687 (April 2013): 213–18. http://dx.doi.org/10.4028/www.scientific.net/amr.687.213.
This paper tested the capillary water absorption, impermeability and cracking of cement mortars modified with three polymers respectively and founded the correlation of cracking with the waterproof performance. The results show that with the polymer content increasing, especially as the polymer/cement ratio (mp/mc) increases from 0% to 5%, the reduction in the capillary water absorption and the penetration depth of water into mortar is significant. When the mp/mc is more than 15%, the increase of the mp/mc in all mortars has little effect on the capillary water absorption and the penetration depth. For the purpose of reducing the cracking weighted value, the styrene-butadiene rubber (SBR) dispersion and the styrene-acrylic copolymer (SAE) powder are superior to the SAE dispersion. Regardless what kinds of polymers, the capillary water absorption and the penetration depth of water into mortar show exponential growth with the increasing cracking weighted value.
Dissertations / Theses on the topic "Mortar modified":
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Palos, Artemio. "Mechanical Properties of Polymer Modified Mortar." Thesis, University of North Texas, 2002. https://digital.library.unt.edu/ark:/67531/metadc3173/.
The mechanical properties of the polymer-modified mortar are markedly improved over conventional cement mortar. We utilized recycled ABS in powder form and a polymer latex emulsion, polymer percentage ranges from 0 to 25 percent by polymer/cement ratio were investigated. The mechanical properties investigated were compression strength and adhesion strength. Compression strength effects did not have an impact on adhesion strength. Adhesion strength was calculated with pullout testing apparatus designed by the author. Results indicate that recycled ABS had a lower adhesive strength than the acrylic latex emulsion and the base mortar, but did increase in adhesive strength when mixed with maleic-anhydride. The adhesive strength was investigated for a Fiber Reinforced Polymer (FRP) made of an "E" glass fiber that is a continuous strand roving oriented and pre-tensioned longitudinally in an isopthalic polyester matrix material. The FRP rebar was compared to standard steel rebars, and found that the standard steel corrugated rebar had a higher adhesive strength, due to mechanical interlocking. This was clarified by measurements using a smooth steel rebar. Characterization of the polymer-modified mortar was conducted by pore analysis and scanning electron microscopy. Scanning Electron Microscopy was implemented to view the polymer particles, the cement fibrils formed by the hydration, and to prove Ohama's theory of network structure.
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Elbeskeri, Rabia E. "A study of the bond performance of brickwork triplets made using modified mortar." Thesis, University of Salford, 2011. http://usir.salford.ac.uk/26654/.
The shear strength of masonry is the function of many factors, but current research indicates that bond quality is the primary factor. The bond strength is a key parameter representing structural integrity and water-tightness of the masonry system. However, masonry is characterized by low bond strength, and is quite a complex material to analyse due to its inherent variations. The quality of the bond is reliant on, the weather, the quality of the workmanship and the quality of materials used. Therefore, this study investigated ways of improving the bond performance of mortar joints by the use of admixtures as well as examining the efficacy of Acoustic Emission (AE) techniques in monitoring fracture mechanisms. Laboratory based Acoustic Emission (AE) monitory techniques were used on masonry triplets under static and repeated shear loading, in order to investigate the shear bond strength characteristics, and to identify a mortar that will exhibit the long-term properties needed for a masonry structure to be subjected to cyclic loading, such as masonry arch bridges. The FE micro-modelling method was used to predict the shear behaviour of the triplet. Moreover, Photo-elastic analyses were used to investigate the stress distributions within the triplets under shear stress, in order to check the output from FE analyses. The investigation showed that the addition of SBR to mortar improves its performance under both static and cyclic loading when compared to the control sample, all in contrast to the addition of Latex 114 admixture which had the opposite effect. Additionally, the AE technique was found to be useful tool in providing valuable data about the full fracture behaviour during static and cyclic loading. The FE analyses proved to be capable of predicting shear strength to a reasonable degree of accuracy. The Photo-elastic technique was found to be a reliable and simple method of checking the stress profile output from the FE analyses.
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Ramli, Mahyuddin. "Development of a durable polymer-modified cement matrix for ferrocement." Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266033.
Flores, H., H. Flores, G. Bernuy, and C. Huerta. "Mechanical properties and self-cleaning mortar capacity C/A 1: 5 of Portland cement modified with titanium dioxide (TiO2)." Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651764.
The deterioration of the surfaces of the constructions made with mortar C/A 1: 5 of Portland cement, are produced by being exposed to the emission of toxic gases emanating from the growing automobile fleet, this problem causes alternatives to be sought in order to counteract its effect on buildings and the environment. A new method to deal this problem is the incorporation of the titanium dioxide photocatalyst (TiO2) into the Portland cement mortar, which can develop self-cleaning and air purification properties to be in contact with sunlight. This work seeks to introduce this organic component to the Portland cement mortar, used for the facade charging and structural elements, for this purpose, different percentages (5%, 7.5% and 10%) of titanium dioxide (TiO2) are added and the properties of the modified mortars making use of [1] compression tests, [2] fluidity tests, [3] absorption tests and [4] photocatalytic activity tests with which the self-cleaning capacity was verified. This study concludes that the best percentage of titanium dioxide addition is 5%, with which the Portland cement mortar is granted self-cleaning property without substantially damaging its mechanical properties.
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Kardošová, Romana. "Vývoj cementových stěrek vyšších užitných vlastností." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372047.
The aim of this paper is to summarize and evaluate properties of polymers modified modified mortar, their durability and the possibility of surface treatment. Recently, the requirements for additional surface treatment of architectonal concrete are increased and the application of polymer-modified mortar can accelerate and simplify the realization of visible concrete. Polymer-modified mortar with the addition of powder photocatalysts can significantly reduce and thus increase the availability of photoactive concrete structures. The experimental part deals with the addition of photocatalyst to the polymer-modified mortar and the subsequent assessment of the photocatalytic properties, the possibility of modification cement mortars with anorganic pigments and the application of transparent coatings for the enhancement of color saturation and resistance.
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Shafiei, Kasra [Verfasser], Bernd [Akademischer Betreuer] Hillemeier, Dietmar [Akademischer Betreuer] Stephan, Bernd [Gutachter] Hillemeier, Dietmar [Gutachter] Stephan, and Alexander [Gutachter] Taffe. "Study of the mortar and concrete properties with the use of raw clay minerals and modified calcareous fly ash / Kasra Shafiei ; Gutachter: Bernd Hillemeier, Dietmar Stephan, Alexander Taffe ; Bernd Hillemeier, Dietmar Stephan." Berlin : Technische Universität Berlin, 2017. http://d-nb.info/1156183235/34.
Kunc, Michal. "Latexem modifikované cementové kompozity." Doctoral thesis, Vysoké učení technické v Brně. Fakulta chemická, 2013. http://www.nusl.cz/ntk/nusl-233376.
The subject of dissertation is a study of physic-mechanical properties and development of self-leveling polymer-cement composite of the ternary binder system PC-CAC-CS modified with chemical additives and polymeric substances. The dissertation systematically describes a four-step optimalization of the composite considering its key properties. Experimental part has been focused on monitoring the impact of composite components on selected final properties. Basic physico-mechanical, structural properties and its relations (compressive strength, porosity, flow abilities, setting times) have been analyzed for deeper understanding of the effects of individual composite components. Methods which quantify the existence of the newly formed hydration product – ettringite (XRD, SEM with EDS, calorimetry, dilatometry) has been chosen as additional study methods on selected combinations. A working prototype of self-leveling polymer-cement composite was successfully developed based on systematic process and using of testing procedures and measuring methods.
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Hlawiczka, Jakub. "Studium účinnosti polymerní přísady EVA v závislosti na ošetřovacích podmínkách malty." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240479.
The Diploma thesis is adressing the issue of polymer-modified mortars (PMM) and theirs properties in dependence on curing conditions. The reasons of using polymer additives and some selected applications of PMM are described in theoretical part of this work. Cementitious composite (mortar) hardening is especially focused on mechanism of formation co-matrix system based on cement hydration products and polymer film in dependence on curing conditions. The knowledge of interaction of cement and ethylene-vinyl acetate (EVA) copolymer is presented in the latest paragraphs of theoretical work. Following practical part presents influence of EVA to physical and mechanic properties of PMM in dependence of dosage polymer additive and exogenous factors. The study of microstructure was investigated by scanning electron microscope and high-pressure mercury porosimetry. Tests and investigations are described and evaluated.
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Reid, Nola L. "Investigation of polymer-modified cement mortars." Thesis, University of Greenwich, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.258554.
Studies to determine the influence of latex addition on the physical and mechanical properties of mortars are presented and discussed in the first part of the thesis. Three latices are used in this investigation; two styrene-butadiene rubber latices and one acrylic latex. An extensive Scanning Electron Microscopic (SEM) study has been conducted on the influence of latex incorporation on the microstructural characteristics and crack propagation in cement paste and mortar. Existing theories of the mechanism of latex reinforcement of cement paste and mortar are investigated and reviewed. A satisfactory explanation is drawn between the experimental behaviour of the material and the SEM observation. The effect of various latex additions and curing conditions on the cement hydration in a polymer system is examined. A theoretical model for determining the degree of hydration and the physical composition of the latex-modified cement paste is produced and is compatible with the experimental results. The theoretical model of cement hydration in a polymer system is expected to be generally applicable to any latex-modified cement paste with any polymer-cement ratio.
Hartzler, Robert. Acrylic-modified earthen mortar: A program of investigation and laboratory research into acrylic-modified earthen mortar used at three prehistoric Pueblo sites. Santa Fe, N.M: Conservation Program, Intermountain Cultural Resource Center, Intermountain Field Area, National Park Service, Dept. of the Interior, 1996.
Salbin, Mat Khair. Properties and performance of polymer modified cements and mortars. Birmingham: Aston University. Departmentof Civil Engineering, 1996.
Lubis, Bachrian. Enhanced strength of reinforced concrete members repaired with high strength polymer modified mortars. Birmingham: University of Birmingham, 1995.
Ohama, Y., K. Demura, H. Nagao, and T. Ogi. "Adhesion of Polymer-Modified Mortars to Ordinary Cement Mortar by Different Test Methods." In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 719–29. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_67.
Wang, Ru, Shaokang Zhang, and Peiming Wang. "Environmental Temperature and Humidity Adaptability of Polymer-Modified Cement Mortar." In International Congress on Polymers in Concrete (ICPIC 2018), 235–41. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_28.
Yang, Zhengxian, Hartmut Fischer, and Rob Polder. "Effect on Mechanical Properties and Chloride Penetration Resistance of Modified Hydrotalcite in Cement Mortar." In Durability of Reinforced Concrete from Composition to Protection, 115–24. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09921-7_11.
Colville, James, and Amde M. Amde. "Polymer Modified Mortars in Brick Masonry Construction." In Research Transformed into Practice, 396–408. New York, NY: American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch34.
Peier, W. H. "Adhesion Testing of Polymer Modified Cement Mortars." In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 730–40. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_68.
de Almeida Godoy, Leonardo Proença Mendes, Diego Leandro Thomaz, André Luis Pissolati, Daniela Helena Pelegrine Guimarães, and Maria Thereza de Moraes Gomes Rosa. "Mechanical and Technological Behavior of Protein-Modified Mortars." In Proceedings of the 4th Brazilian Technology Symposium (BTSym'18), 15–24. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-16053-1_2.
Exarchos, D. A., P. T. Dalla, I. K. Tragazikis, P. Alafogianni, N. M. Barkoula, A. S. Paipetis, K. G. Dassios, and T. E. Matikas. "Thermal and electrical behavior of nano-modified cement mortar." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Wolfgang Ecke, Kara J. Peters, Norbert G. Meyendorf, and Theodoros E. Matikas. SPIE, 2014. http://dx.doi.org/10.1117/12.2052865.
Li, Zheng, Hua Ou, Xiao Chen, Jiqing Shi, Lingli Peng, and Hewen Chen. "Study on Several Kinds of Polymer Emulsion Modified Cement Mortar Performance." In 2015 International Conference on Architectural, Civil and Hydraulics Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/icache-15.2015.35.
Ismail, Mohammad, Muhammad Aamer Rafique Bhutta, and Ainul Haezah Noruzman. "Laboratory Evaluation of Polymer Modified Mortar Incorporating Waste Latex Paint Effluent." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_m-40-0337.
Cui, Peng, Yunjuan Yuan, Teng Wang, Gang Tan, Junjun Geng, Min Zhou, Haobo Hou, and Yongjie Xue. "Study on Rheological property of SBS Modified Asphalt Mortar Combining Burgers Model." In 2015 International Conference on Advanced Engineering Materials and Technology. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/icaemt-15.2015.170.
Li, Na, and Xi juan Xu. "Experimental Study on Properties of Modified Asphalt Mortar with Different Flame Retardants." In 2nd International Conference on Intelligent Manufacturing and Materials. SCITEPRESS - Science and Technology Publications, 2018. http://dx.doi.org/10.5220/0007528901980201.
QIU, Sai-bing, and Bo TANG. "Application of Mutiple Linear Regression Analysis in Polymer Modified Mortar Quality Control." In 2nd International Conference on Electronic and Mechanical Engineering and Information Technology. Paris, France: Atlantis Press, 2012. http://dx.doi.org/10.2991/emeit.2012.245.
Kordatou, Theodoti Z., Anastasios Balaskas, and Theodore E. Matikas. "Ultrasonic monitoring of modified recycled fine concrete aggregate for mortar production by ultrasound." In Smart Structures and NDE for Industry 4.0, Smart Cities, and Energy Systems, edited by Kerrie Gath and Norbert G. Meyendorf. SPIE, 2020. http://dx.doi.org/10.1117/12.2557846.
Mohamed Sutan, N., I. Yakub, S. Hamdan, and Z. A. Talib. "Physicochemical characterization of modified multicomponent binder mortar in relation to calcium hydroxide leaching." In HPSM/OPTI 2014. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/hpsm140081.
Zhu, Jing. "Research on performance of polyester fiber and SBR latex compound-modified cement mortar." In 5th International Conference on Civil Engineering and Transportation. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.213.
