Minutes of Proceedings of the Institution of Civil Engineers, Band 162The Institution, 1905 Vols. 39-204 (1874/75-1916/17) have a section 3 containing "Abstracts of papers in foreign transactions and periodicals" (title varies); issued separately, 1919-37, as the institution's Engineering abstracts from the current periodical literature of engineering and applied science, published outside the United Kingdom. |
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Seite 63
... mass filling was stopped 18 feet below bed - level and the wall proper was begun to the designed section . The granite beds , or floors , were deeply chased in longitudinal rows about 6 feet wide and 3 feet deep , and the toe of the ...
... mass filling was stopped 18 feet below bed - level and the wall proper was begun to the designed section . The granite beds , or floors , were deeply chased in longitudinal rows about 6 feet wide and 3 feet deep , and the toe of the ...
Seite 70
... masses of concrete or piles , in order to prevent the pipes from creeping . The minimum thickness was fixed at inch ; and the pipes were to be longitudinally riveted where the pressure was such that the thickness of shell for riveted ...
... masses of concrete or piles , in order to prevent the pipes from creeping . The minimum thickness was fixed at inch ; and the pipes were to be longitudinally riveted where the pressure was such that the thickness of shell for riveted ...
Seite 117
... masses of concrete invariably cracked somewhere ; and to make provision at the place where they usually cracked , for preventing the escape of water , was a wise precaution . Having hitherto usually adhered to the cast - iron pipe ...
... masses of concrete invariably cracked somewhere ; and to make provision at the place where they usually cracked , for preventing the escape of water , was a wise precaution . Having hitherto usually adhered to the cast - iron pipe ...
Seite 148
... Mass . 18.9 46.0 14.5 1876 99 93 18.9 61.5 15.8 1866 99 18.9 58.5 20-0 1869 99 99 18.9 58.0 22.5 1867 99 18.9 50.5 23.5 1895 99 99 18.9 56.0 26.5 1898 18.9 67.5 27.0 1863 Croton , Croton Dam , N.Y. 339.0 47.8 17.98 1871 99 99 339.0 56.0 ...
... Mass . 18.9 46.0 14.5 1876 99 93 18.9 61.5 15.8 1866 99 18.9 58.5 20-0 1869 99 99 18.9 58.0 22.5 1867 99 18.9 50.5 23.5 1895 99 99 18.9 56.0 26.5 1898 18.9 67.5 27.0 1863 Croton , Croton Dam , N.Y. 339.0 47.8 17.98 1871 99 99 339.0 56.0 ...
Seite 167
... mass would hold on the slopes without creeping when warmed by Concrete slabs about 2 feet wide and 4 feet the rays of the sun . long , placed at the same slope as the sides of the reservoirs , were covered with mixtures containing ...
... mass would hold on the slopes without creeping when warmed by Concrete slabs about 2 feet wide and 4 feet the rays of the sun . long , placed at the same slope as the sides of the reservoirs , were covered with mixtures containing ...
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armoured armoured cruisers Australia Author average battleships bridge C.E. VOL carried cast-iron pipe catchment catchment-area caulking cement cent CLXII coating concrete considerable construction Coolgardie cost cruisers cubic Cunderdin cycle cylinder depth diameter discharge efficiency electrical engine equation experience feet flow foot girders heat Helena River increase Inst Institution internal-combustion engines iron joints Kalgoorlie length less load locking-bar pipe longitudinal machinery masonry maximum metres miles million gallons moment of inertia mortar Mundaring naval obtained Paper pipe-line placed plates portion practice pressure pumping-station pumps Railway rainfall ratio reservoir revolutions per minute River riveted pipes sand scheme shaft ships Sir William White span speed square inch square miles stations steel pipes Storage-period stresses supply surface temperature tests thickness tion tons per square valves vertical vessels vibration Vittorio Emanuele III watershed weir Western Australia yield