A Treatise on Civil EngineeringJ. Wiley & Son, 1873 - 513 pages |
From inside the book
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Page viii
... Experiments on the Strength of Frames . 274 552-553 . Wooden Arches .. 277 CHAPTER V. BRIDGES . 554. Classification of Bridges ...... 279 II . STONE BRIDGES . 555-556 . Location of Stone Bridges . 279 557-561 . Survey - Management of ...
... Experiments on the Strength of Frames . 274 552-553 . Wooden Arches .. 277 CHAPTER V. BRIDGES . 554. Classification of Bridges ...... 279 II . STONE BRIDGES . 555-556 . Location of Stone Bridges . 279 557-561 . Survey - Management of ...
Page x
... Temporary Railways .. 740. Gauge .. 742. Curves .. 743. Sidings , etc .. 746-747 . Gradients .. 748-753 . Tunnels 430 430 433 434 434 435 436 436 438 439 ARTICLE . 754-768 . Experiments of Baron Von Weber on X CONTENTS .
... Temporary Railways .. 740. Gauge .. 742. Curves .. 743. Sidings , etc .. 746-747 . Gradients .. 748-753 . Tunnels 430 430 433 434 434 435 436 436 438 439 ARTICLE . 754-768 . Experiments of Baron Von Weber on X CONTENTS .
Page xi
... Experiments on the Resisting Power of Railway Spikes . 451 764. Experiments on the Effect of Bed - plates .. 454 .... 765. Force Required to Draw Spikes .. 766. Total Resistance due to Spikes and Friction . 768. Weber's Deductions from ...
... Experiments on the Resisting Power of Railway Spikes . 451 764. Experiments on the Effect of Bed - plates .. 454 .... 765. Force Required to Draw Spikes .. 766. Total Resistance due to Spikes and Friction . 768. Weber's Deductions from ...
Page 16
... experiment : Table showing the result of experiments made under the di- rection of Mr. Walker , on the wear of different stones in the tramway on the Commercial Road , London , from 27th March , 1830 , to 24th August , 1831 , being a ...
... experiment : Table showing the result of experiments made under the di- rection of Mr. Walker , on the wear of different stones in the tramway on the Commercial Road , London , from 27th March , 1830 , to 24th August , 1831 , being a ...
Page 17
... experiments on the wear of a fine - grained sand - stone pavement , by M. Coriolis , during eight years , upon the paved road from Paris to Toulouse , the carriage over which is about 500 tons daily , published in the Annales des Ponts ...
... experiments on the wear of a fine - grained sand - stone pavement , by M. Coriolis , during eight years , upon the paved road from Paris to Toulouse , the carriage over which is about 500 tons daily , published in the Annales des Ponts ...
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abutments action arch arranged artificial axis bars beam béton blocks bolts bottom breaking strain brick bridge caisson calcined carbonic carbonic acid cast iron centre chains chord clay common lime compression concrete connected construction cross curved cylinder deflection depth diagonal diameter durability embankment engineer experiments exterior feet flanch foundation fracture give hard heat Hodgkinson horizontal hot blast hydraulic cement hydraulic lime immersion joints kiln laid layer length limestones lower magnesia masonry mastic material ments metal mortar ordinary pieces piers pillars placed plates portion Portland cement pressure proportion puzzolana rails resistance ribs roadway Roman cement sand sheeting piles side slaked sleepers soffit soil solid span specific gravity spikes square inch steel strength structure struts suitable surface tensile tensile strength termed thickness timber tion transverse strain truss tube upper usually vertical voussoirs wall weight wire wrought iron yield
Popular passages
Page 136 - ... elasticity ; and judging from its slow increase afterwards, I was persuaded that it had not come on by a sudden change, but had existed, though in a less degree, from a very early period.
Page 419 - ... long. The fascines are laid in alternate layers crosswise and lengthwise, and the layers are either connected by pickets, or else the withes, with which the fascines are bound, are cut to allow the brushwood to form a uniform and compact bed. This method of securing a good bed for structures on a weak wet soil has been long practised in Holland, and experience has fully tested its excellence.
Page 175 - For the coping and top courses of a wall, the same objections do not apply to excess in length : but this excess may, on the contrary, prove favorable ; because the number of top joints being thus diminished, the mass beneath the coping will be better protected, being exposed only at the joints, which cannot be made water-tight, owing to the mortar being crushed by the expansion of the blocks in warm weather, and, when they contract, being washed out by the rain.