High Masonry DamsD. Van Nostrand, 1897 - 88 ページ |
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assume axis of moments base A B built calculations centre of gravity cloth coefficient of friction compression concrete considerable considered Construction Croton Aqueduct Crown 8vo crushing stress cubic foot cuts the base deep foundations density difficulty dimensions distance Electric empty reservoir Engineers equal resistance factor of safety formulæ freshet full reservoir geometrical progression Hand-book height high dam high masonry dam horizontal thrust Hydraulic Illus Illustrated limit Manual mass material maximum unit stresses Mechanical morocco numerous obelisk outer toe overturning pedestal pipes plates point of application Practical Treatise Prof rectangle rectangular prism regarding represent revised and enlarged rubble Second edition section of equal shearing stress shorter segment shown in fig side similar triangles sliding slope sonry square feet square foot stone masonry stream structure Tables tion total area trapezoid values valves vertical downward vertical section wall water-pressure wide excavation William Cain
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