Practical Designing of Retaining WallsD. Van Nostrand Company, 1888 - 177 páginas |
Dentro del libro
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Página 5
... angles of repose of various materials used in construction may prove of assistance , but in any actual case the engineer should determine them by actual experiment : - Weight per Cubic Foot in Pounds . Angle of Repose . Water Mud . 62.4 ...
... angles of repose of various materials used in construction may prove of assistance , but in any actual case the engineer should determine them by actual experiment : - Weight per Cubic Foot in Pounds . Angle of Repose . Water Mud . 62.4 ...
Página 6
... angle of repose can be taken at one and one - half base to one rise , or a slope of 33 ° 42 ' with weights per cubic foot varying from 100 to 130 . It is always advisable , where practicable , to put a layer of shingle next the wall ...
... angle of repose can be taken at one and one - half base to one rise , or a slope of 33 ° 42 ' with weights per cubic foot varying from 100 to 130 . It is always advisable , where practicable , to put a layer of shingle next the wall ...
Página 13
... angle of repose ) , but making with the normal to the back of the wall an angle downwards equal to the angle of friction . If the wall should settle more than the filling , the thrust would at first have a tendency to be raised above ...
... angle of repose ) , but making with the normal to the back of the wall an angle downwards equal to the angle of friction . If the wall should settle more than the filling , the thrust would at first have a tendency to be raised above ...
Página 16
... angle of repose of the earth . Where there is water , the conditions one day may be very different from what they are the next , especially if the foundation is bad , as often happens ; in which case the wall will move over simply on ...
... angle of repose of the earth . Where there is water , the conditions one day may be very different from what they are the next , especially if the foundation is bad , as often happens ; in which case the wall will move over simply on ...
Página 21
... angle of repose of masonry on masonry , ƒ = tan 6 , and we must always have , f H < tan ; W that is , the resultant R must never make with 21.
... angle of repose of masonry on masonry , ƒ = tan 6 , and we must always have , f H < tan ; W that is , the resultant R must never make with 21.
Otras ediciones - Ver todas
Practical Designing of Retaining Walls (Classic Reprint) William Cain Sin vista previa disponible - 2018 |
Practical Designing of Retaining Walls: With Appendices on Stresses in ... William Gain Sin vista previa disponible - 2017 |
Términos y frases comunes
acting active thrust Alternate Current angle of friction angle of repose Application assumed base centre of pressure Charles Salter cloth co-efficient computed construction counterforts cubic foot diagrams direction distance draw Dynamo E₁ earth-thrust Electric Light engravings equal experiments factor of safety feet Fifth edition folding plates formula foundation Fourth edition given horizontal thrust illus inclined inner face inner toe intersection joint K₁ Leygue Leygue's limiting plane Machinery Manual masonry maximum thrust Mechanical morocco multiply natural slope normal outer toe overturning parallel perpendicular plane of rupture planes A1 pounds Practical Hand-book Practical Treatise prisms of rupture Prof Rankine's represent resistance resultant retaining-walls revised and enlarged sand Second edition sliding stability Steam Engine surcharge surface of rupture Tables theory Third edition thrust on 40 tion top slope Translated triangle uniformly vertical plane wall leans wedge of rupture
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