Concrete technology

W. H. Taylor, Concrete Technology andPractice, McGraw-HiU Book Co., Inc., New York, 1977. 

D. F. Orchard, Concrete Technology, 4th ed., AppHed Science PubHshers, London, 1979. 

U. S. Army Engineer Waterways Experiment Station Concrete Technology Division, Structures Laboratory Vicksburg, MS 39180, USA... 

Berke, N.S. and Weil, T.G. (1992). Advances in Concrete Technology, Energy, Mines and Services, Canada, 899-924. 

Khalil, S.M. and Ward, M.A. (1979). Fourth International Symposium on Concrete Technology. Monterrey, Mexico, 35. 

SUDICRETE (4 L). All sulfur concrete technologies involve an additive or modifier to increase durability by reducing the pro-... 

Here we will discuss some concrete technologies based on photovoltaic (PV) effect in solar cells. Actually PV energy systems and computer technology based on the semiconductor p-n junctions that is why energy supply systems based on PV systems are very suitable to computer systems by electrical matching. 

Keer, J.G. (1984) Fiber Reinforced Concrete, in New Reinforced Concretes Concrete Technology and Design, Vol. 2 (ed. R.N.Swamy), Surrey University Press, pp. 52-105. 

Application of a photoresist in a given technological process often imposes additional demands. It is extremely important to point out that choice of a photoresist should be dictated by a concrete technology. 

We have already spoken of the shroud of secrecy which obscures the values of effective kinetic constants obtained as a result of modeling concrete technological processes in concrete apparatus. In most cases the reader must be content with the information that the researchers found a satisfactory agreement between their calculations and the results obtained on industrial apparatus. 

Continuous grading of mineral particles, yielding low porosity mixtures with little compactive effort, are of great importance in concrete technology and soil engineering. Most widely used for this purpose are the gradation curves by Fuller and Thompson and the nearly equivalent formula by Rothfuchs ... 

A. M. Neville, J. J. Brooks, Concrete Technology, Longman Scientific and... 

F. R. Montgomery, The Autoclam for measuring the surface absorption and permeability of concrete on site , Int. Symp. on Advances in Concrete Technology, Athens, 1992, 107-132. 

C. L. Page, Corrosion and its Control in Reinforced Concrete , The sixth Sir F. Lea Memorial Lecture, 26 Annual Convention of the Institute of Concrete Technology, Bosworth (UK), 6-8 April 1998. 

Prevention of reinforcement corrosion is strongly related to the properties of concrete. Even if additional preventative measures are adopted, a suitable quality has to be assured for the concrete. This chapter outhnes aspects of concrete technology that are related to the protection of the embedded reinforcement. 

The porosity of the mineral that constitutes the aggregate influences the physical properties (especially density and water absorption), strength and elastic modulus of the concrete. These properties of aggregates are essential for concrete technology, and are dealt with in specialised literature [1,4]. 

In general, reinforced concrete has proved to be successful in terms of both structural performance and durabiHty if the design mles (Chapter 11) and concrete technology (Chapter 12) were adequately considered. Additional protection measures will only be necessary in very aggressive environments or when a very long service life is required. As outlined in Section 11.8, corrosion inhibitors, thus chemical compounds added as admixtures to the fresh concrete, are one possible way to improve the durabiHty of concrete structures. 

N. S. Berke, T. G. Weil, World wide review of corrosion inhibitors in concrete , in Advances in Concrete Technology, V M. Malhotra (Ed.), CANMET, Ottawa, 899-1022, 1994. 

J. Tritthart, Changes in the composition of pore solution and solids during electrochemical chloride removal in contaminated concrete , Proc. 2 CANMET/ACI International Symposium on Advances in Concrete Technology, Las Vegas, SP154-8, 127-143, 1995. 

Ohama, Y., Miyake, M., and Notoya, K., Proceedings of the Second Intrnational Conference on Concrete Technology for Developing Countries, pp. 2.50-2.60, El-Fateh University, Tripoli (1986)... 

FIGURE 6.9 Comparison of water permeability of uncracked and cracked HPFRCCs having different crack widths. [Note FRCC(SC) and FRCC(PE) are HPFRCCs containing steel and PE fiber, respectively. HPFRCC is steel-PE fiber-reinforced HPFRCC.] (From Homma, D. et al.. Journal of Advanced Concrete Technology, 7(2) lYl-11% 2009. With permission.)... 

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