• Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 127
  • 73
  • 36
  • 8
  • 6
  • 3
  • 2
  • 1
  • 1
  • 1
  • 1
  • Tagged with
  • 305
  • 305
  • 123
  • 80
  • 35
  • 34
  • 33
  • 31
  • 31
  • 29
  • 29
  • 28
  • 25
  • 22
  • 22
  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
51

Strength characteristics of a silty sand treated with Portland cement above optimum moisture

Watson, Francis Xavier 12 1900 (has links)
No description available.
52

The effect of using a blend of Portland cement and magnolia slag-cement on the compressive strength of concrete

Rimmer, James Stephens 05 1900 (has links)
No description available.
53

Contact Mechanics Based Mechanical Characterization of Portland Cement Paste

Jones, Christopher 2011 December 1900 (has links)
Current research interest in multi-scale modeling of cement paste requires accurate characterization of the time-dependent mechanical properties of the material, particularly the C-S-H phase. Nanoindentation is evaluated as a tool for measuring both the instantaneous and the short-term viscoelastic properties of cement paste. Atomic force microscopy (AFM) based indentation is compared to conventional nanoindentaion in measuring mechanical properties of cement pastes. Time-dependent solutions are derived to characterize creep indentation tests performed on hardened cement paste and to extract the time-dependent properties. The effect of approximating C-S-H viscoelastic properties with a time-independent Poisson's ratio is discussed, and arguments for utilizing a time-independent Poisson's ratio for short-term response are presented. In evaluating AFM as a mechanical characterization tool, various analytical and numerical modeling approaches are compared. The disparities between the numerical self-consistent approach and analytical solutions are determined and reported. The measured elastic Young's modulus values acquired by AFM indentation tests are compared to Young's modulus values from nanoindentation measurements from cement paste. These results show that the calcium silicate hydrate (C-S-H) phase of hydrated portland cement has different properties on the nanometric scale than on the micron scale. Packing density of C-S-H particles is proposed as an explanation for the disparity in the measured results. The AFM measured uniaxial viscoelastic compliance values are compared to similar values obtained with traditional nanoindentation for the same material. The comparison of these results shows that the calcium silicate hydrate (C-S-H) phase of portland cement has similar but distinct properties on the sub micron scale than on the micron scale. Additionally, the effect of moisture is evaluated by controlling the relative humidity (RH) of the testing environment between 40% and 100% plus, or wet. The viscoelastic compliance appears to be highest at 40% RH and the material appears to be less compliant at higher relative humidity levels. Possible mechanisms controlling the viscoelastic deformation are presented and evaluated in conjunction with the moisture related poromechanical effect.
54

Pore pressure and moisture migration in concrete at high and non uniform temperatures

Khan, Saadat Ali January 1990 (has links)
No description available.
55

The utilization of alternative fuels in the production of Portland cement

Swart, Dustin W., January 2007 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 231-238)
56

An investigation of blended cements

Ashdown, Byron Lee. January 1916 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1916. / The entire thesis text is included in file. Typescript. Illustrated by author. Title from title screen of thesis/dissertation PDF file (viewed April 21, 2009)
57

The design of Main Street reinforced concrete arch over Frisco R. R.

Zirulick, Hyman. January 1907 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1907. / The entire thesis text is included in file. Typescript. H. Zirulick determined to by Hyman Zirulick from "Forty-First Annual Catalogue. School of Mines and Metallurgy, University of Missouri". Title from title screen of thesis/dissertation PDF file (viewed January 26, 2009)
58

Finite element modeling of dowel jointed plain concrete pavement response to thermal and moving traffic loads

Fahmy, Michel Ramsis, January 2000 (has links)
Thesis (Ph. D.)--West Virginia University, 2000. / Title from document title page. Document formatted into pages; contains xvi, 228 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 217-227).
59

Air void characterization in fresh cement paste through ultrasonic attenuation using an immersion procedure

Darraugh, Natalie Ainsworth. January 2009 (has links)
Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010. / Committee Chair: Jacobs, Laurence; Committee Co-Chair: Kurtis, Kimberly; Committee Member: Kim, Jin-Yeon. Part of the SMARTech Electronic Thesis and Dissertation Collection.
60

Vertical stiffness characterization of a geocomposite drainage layer for PCC highway pavements

Sweet, Joseph G. January 2005 (has links)
Thesis (M.S.)--West Virginia University, 2005. / Title from document title page. Document formatted into pages; contains xiii, 171 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 152-154).

Page generated in 0.0931 seconds