A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EFFECT OF AIR ENTRAINMENT ON FREEZE THAW DURABILITY OF TYPE S PORTLAND CEMENT-LIME MASONRY MORTARS
EFFECT OF AIR ENTRAINMENT ON FREEZE THAW DURABILITY OF TYPE S PORTLAND CEMENT-LIME MASONRY MORTARS
EFFECT OF AIR ENTRAINMENT ON FREEZE THAW DURABILITY OF TYPE S PORTLAND CEMENT-LIME MASONRY MORTARS
Tate, M. J. (author) / Thomson, M. L. (author) / Bischoff, P. H.
9th, Canadian masonry symposium ; 2001 ; Fredericton, Canada
2001-01-01
50 pages
PAPERS HELD ON CD-ROM; CD-ROM in pocket attached to inside back cover of book of abstracts
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Lime and Portland cement for masonry mortars
| Engineering Index Backfile | 1932
Portland cement for masonry mortars
| Engineering Index Backfile | 1930
Freeze-thaw durability of Portland cement and silica fume concretes
| British Library Conference Proceedings | 2010
Freeze-Thaw Durability of Lime Based FRCM Systems for Strengthening Historical Masonry
| British Library Conference Proceedings | 2019
Freeze-Thaw Durability of Lime Based FRCM Systems for Strengthening Historical Masonry
| Trans Tech Publications | 2019