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Volume 203, Issue 1917
1917
Minutes of the Proceedings of the Institution of Civil Engineers Cover Image for Volume 203, Issue 1917
Research Article| January 01 1917

A NEW METHOD OF DESIGNING MASONRY DAMS.

A A STODDARD
A A STODDARD
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Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 2054-0477
Print ISSN: 1753-7843
© Thomas Telford and ICE
1917
Minutes of the Proceedings of the Institution of Civil Engineers (1917) 203 (1917): 401–412.
https://doi.org/10.1680/imotp.1917.15891

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First page of A NEW METHOD OF DESIGNING MASONRY DAMS.
Keywords: METHODS, DESIGN, MASONRY, DAMS, STRESS, TENSILE, APPLICATIONS, PRACTICAL, RESERVOIRS, LIMITING, HEIGHT, TRIANGULAR, SECTIONS, ECONOMICS, PROFILES, WORKING, VALUE, SLOPES, UPSTREAM, TOES
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© Thomas Telford and ICE
1917
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SAINT JOHN HARBOUR, NEW BRUNSWICK. (INCLUEDS PHOTOGRAPHS, APPENDIX AND PLATE AT BACK OF VOLUME).
THE CONSTRUCTION OF THE CHENDEROH WATER-POWER PLANT OF THE PERAK RIVER HYDRO-ELECTRIC POWER SCHEME. (INCLUDES APPENDIX AND PLATE AT BACK OF VOLUME).
CONSTRUCTION OF A SUBMERGIBLE ROAD-BRIDGE OVER THE NERBUDDA RIVER NEAR JUBBULPORE, CENTRAL PROVINCES,INDIA. (INCLUDES PHOTOGRAPH AND PLATE AT BACK OF VOLUME).
CORRESPONDENCE ON HAIFA HARBOUR, THE PORT OF BEIRA, AND SAINT JOHN HARBOUR.

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CORRIGENDUM. THE DESIGN OF BUTTRESS DAMS OF TRIANGULAR PROFILE AND CONSTANT WEB THICKNESS.
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Journal of the Institution of Civil Engineers (February,1938)
THE DESIGN OF BUTTRESS DAMS OF TRIANGULAR PROFILE AND CONSTANT WEB THICKNESS.
Proceedings of the Institution of Civil Engineers (July,1960)
NOTE ON THE STRESSES IN MASONRY DAMS.
Minutes of the Proceedings of the Institution of Civil Engineers (January,1894)
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