| Rheology as a tool in concrete science: The use of rheographs and workability boxes OH Wallevik, JE Wallevik Cement and concrete research 41 (12), 1279-1288, 2011 | 514 | 2011 |
| Extension of the Reiner–Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers D Feys, JE Wallevik, A Yahia, KH Khayat, OH Wallevik Materials and structures 46, 289-311, 2013 | 305 | 2013 |
| Avoiding inaccurate interpretations of rheological measurements for cement-based materials OH Wallevik, D Feys, JE Wallevik, KH Khayat Cement and Concrete Research 78, 100-109, 2015 | 301 | 2015 |
| Comparison of concrete rheometers: international test at LCPC (Nantes, France) in October, 2000 CF Ferraris, LE Brower, P Banfill, D Beaupré, F Chapdelaine, F de Larrard, ... US Department of Commerce, National Institute of Standards and Technology, 2001 | 273 | 2001 |
| Rheology—a scientific approach to develop self-compacting concrete OH Wallevik Proc. of the 3rd Int. Symp. on Self-Compacting Concrete, Reykjavik, 23-31, 2003 | 187 | 2003 |
| Experimental investigations of aerogel-incorporated ultra-high performance concrete S Ng, BP Jelle, LIC Sandberg, T Gao, ÓH Wallevik Construction and Building Materials 77, 307-316, 2015 | 182 | 2015 |
| The effect of measuring procedure on the apparent rheological properties of self-compacting concrete MR Geiker, M Brandl, LN Thrane, DH Bager, O Wallevik Cement and Concrete Research 32 (11), 1791-1795, 2002 | 164 | 2002 |
| Integration approach of the Couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer G Heirman, L Vandewalle, D Van Gemert, O Wallevik Journal of non-Newtonian fluid mechanics 150 (2-3), 93-103, 2008 | 129 | 2008 |
| 25 DEVELOPMENT OF A COAXIAL CYLINDERS VISCOMETER FOR FRESH CONCRETE OH Wallevik, OE Gjørv Properties of Fresh Concrete: Proceedings of the International RILEM …, 1990 | 128 | 1990 |
| Microstructure and microchemistry of the paste—aggregate interfacial transition zone of high-performance concrete KO Kjellsen, OH Wallevik, L Fjällberg Advances in Cement Research 10 (1), 33-40, 1998 | 101 | 1998 |
| Comparison of concrete rheometers: International tests at MB (Cleveland OH, USA) in May, 2003 CF Ferraris, CF Ferraris, D Beaupr, Fr¿ ̐ưd¿ ̐ưric Chapdelaine, ... US Department of Commerce, National Institute of Standards and Technology, 2004 | 97 | 2004 |
| Linking solid particle packing of Eco-SCC to material performance FV Mueller, OH Wallevik, KH Khayat Cement and Concrete Composites 54, 117-125, 2014 | 77 | 2014 |
| Effect of storage and curing conditions at elevated temperatures on aerogel-incorporated mortar samples based on UHPC recipe S Ng, BP Jelle, Y Zhen, ÓH Wallevik Construction and Building Materials 106, 640-649, 2016 | 74 | 2016 |
| Rheological evaluation of some empirical test methods–preliminary results I Nielsson, OH Wallevik Third International RILEM Symposium, RILEM Pub. PRO 33, 59-68, 2003 | 73 | 2003 |
| The influence of fillers on the properties of self-compacting concrete in fresh and hardened state G Heirman, L Vandewalle Proceedings of the 3rd international RILEM symposium on self-compacting …, 2003 | 71 | 2003 |
| Mix design approach for low-powder self-consolidating concrete: Eco-SCC—Content optimization and performance B Esmaeilkhanian, KH Khayat, OH Wallevik Materials and Structures 50, 1-18, 2017 | 62 | 2017 |
| Rheomixer device OH Wallevik, P Sandberg, DF Myers US Patent 6,997,045, 2006 | 58 | 2006 |
| Modification of the two-point workability apparatus OH Wallevik, OE Gjørv Magazine of Concrete Research 42 (152), 135-142, 1990 | 56 | 1990 |
| Three-dimensional shape characterization of fine sands and the influence of particle shape on the packing and workability of mortars P Estephane, EJ Garboczi, JW Bullard, OH Wallevik Cement and Concrete Composites 97, 125-142, 2019 | 55 | 2019 |
| Analysis of shear rate inside a concrete truck mixer JE Wallevik, OH Wallevik Cement and concrete research 95, 9-17, 2017 | 52 | 2017 |
Kamal H. KhayatMissouri University of Science and TechnologyΗ διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα mst.edu
