Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Kamran M. Nemati"'
Autor:
Kamran M. Nemati, Jeff S. Uhlmeyer
Publikováno v:
Case Studies in Construction Materials, Vol 14, Iss , Pp e00499- (2021)
The frequent maintenance required on asphalt concrete (AC) pavement sections has made reconstruction with portland cement concrete pavement (PCCP) a feasible alternative. However, many constructability issues need to be addressed in order to realize
Externí odkaz:
https://doaj.org/article/3aa94ee4e1b941d1b9e5b7d61b6db45c
The fiber contribution to the ultimate limit state capacity of precast and cast-in situ tunnel linings is analytically investigated. By means of a numerical model, capable of computing the interaction curves of reinforced concrete cross sections subj
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d4097e7133187401430fbd962967b84
http://hdl.handle.net/11583/2656816
http://hdl.handle.net/11583/2656816
Bayesian Statistical Framework to Construct Probabilistic Models for the Elastic Modulus of Concrete
Publikováno v:
Journal of Materials in Civil Engineering. 19:898-905
The commonly used Pauw’s formula to predict elastic modulus of concrete is very general and does not address the complexity of modern concretes, such as high-strength concrete, use of different types of aggregates and admixtures, etc. This paper de
Autor:
Kamran M. Nemati
Publikováno v:
Scanning. 19:426-430
Summary: A special experimental technique has been developed that enables the preservation of the compressive stressinduced microcracks in concrete as they exist under applied loads. This technique involves injecting a molten-metal alloy into the ind
Autor:
P. Stroeven, Kamran M. Nemati
Publikováno v:
Materials and Structures. 34:486-494
To study micromechanical behavior of concrete, stereological measurements were conducted,i.e., crack orientation, length, density and other features. A special experimental technique was developed which made possible the preservation of the compressi
Autor:
Kamran M. Nemati
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 37:133-142
A special experimental technique was developed which made possible the preservation of microstructure and the compressive stress-induced microcracks in concrete as they exist under applied loads. Cylindrical specimens of concrete were tested under un
Publikováno v:
Journal of Materials in Civil Engineering. 10:128-134
The experimental technique described in this paper makes it possible to preserve the compressive stress-induced microcracks in concrete as they exist under applied loads. The results can be used to better understand and quantify the general relations
Publikováno v:
Mechanics of Materials. 26:93-108
Two different investigations on the scaling properties of damage in concrete have been carried out. In the case of uniaxial tensile tests, a laser profilometer was adopted to scan the post-mortem fracture surfaces. In the case of compression tests, a
Publikováno v:
Journal of Materials in Civil Engineering. 8:157-170
Results of experimental and theoretical studies of the micromechanical behavior of marble under compression are presented. A cylindrical marble specimen was submerged in a molten metal alloy under compression and the alloy was driven into voids and f
Autor:
Karen Scrivener, Kamran M. Nemati
Publikováno v:
Cement and Concrete Research. 26:35-40
The cement paste in the interfacial transition zone (ITZ) around aggregate particles has a significantly higher porosity than bulk cement paste. This elevated porosity will effect the transport properties of concrete. The penetration of Wood's metal