Ordinary Foundations: Including The Coffer-dam Process for PiersJ. Wiley & sons, 1905 - 314 стор. |
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Сторінка ix
... method and a defensible one , is often so small as to seem absurd when it has become necessary to make large expenditures to rectify the errors . Errors of judgment are more easily excusable with regard to foundations than with any ...
... method and a defensible one , is often so small as to seem absurd when it has become necessary to make large expenditures to rectify the errors . Errors of judgment are more easily excusable with regard to foundations than with any ...
Сторінка x
... methods of arch construction . Although constructed during the reign of the Emperor Augus- tus , at the beginning of the Christian era , it is in a remarkable state of preservation , aside from repairs that have been made from time to ...
... methods of arch construction . Although constructed during the reign of the Emperor Augus- tus , at the beginning of the Christian era , it is in a remarkable state of preservation , aside from repairs that have been made from time to ...
Сторінка xii
... methods for determining the economic division of a given crossing of a river have not come into general use , probably on account of lack of easy application . The method given is an accurate one and very simple to use , especially if ...
... methods for determining the economic division of a given crossing of a river have not come into general use , probably on account of lack of easy application . The method given is an accurate one and very simple to use , especially if ...
Сторінка xiii
... Methods for Foundations . - Method of Open Caissons . - Method with Piles and Concrete Capping . — Method of Encaissement . - Method of Coffer - dams . - Cæsar's Bridge over the Rhine . - Pneumatic Caissons and Coffer - dams Applicable ...
... Methods for Foundations . - Method of Open Caissons . - Method with Piles and Concrete Capping . — Method of Encaissement . - Method of Coffer - dams . - Cæsar's Bridge over the Rhine . - Pneumatic Caissons and Coffer - dams Applicable ...
Сторінка xiv
... Method Adopted . - Sewer Coffer - dam for Boston Sewerage System . -Wakefield Sheet - piling . - Harper's Ferry Coffer - dam . - Momence , Ill . , Coffer - dam , C. & E. I. Ry . - Sheet - piling for Charlestown Bridge Piers ...
... Method Adopted . - Sewer Coffer - dam for Boston Sewerage System . -Wakefield Sheet - piling . - Harper's Ferry Coffer - dam . - Momence , Ill . , Coffer - dam , C. & E. I. Ry . - Sheet - piling for Charlestown Bridge Piers ...
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Ordinary Foundations: Including the Coffer-Dam Process for Piers; With ... Charles Evan Fowler Попередній перегляд недоступний - 2018 |
Ordinary Foundations. Including the Coffer-Dam Process for Piers Charles Evan Fowler Попередній перегляд недоступний - 2015 |
Ordinary Foundations: Including the Coffer-Dam Process for Piers; With ... Charles Evan Fowler Попередній перегляд недоступний - 2015 |
Загальні терміни та фрази
30 feet abutments allowed barrels bolts bottom bracing bridge broken stone building built caisson calked carried cent CHILLICOTHE clay clean coffer coffer-dam construction contractor cost course creosoting crib cubic yard cylinders deposited depth derrick Douglas fir dredging driven edge ELEVATION Engineer excavation Fahrenheit filled with concrete foundation gravel grillage hammer inches in diameter iron joints laid layer length less Lidgerwood limestone load low water masonry material metal method morocco mortar necessary Northern Pacific Railway ordinary piers pile-driver piles pipe plank plans plates Portland cement pounds per square practice pressure proper puddle quarry Railway rammed removed riprap river riveted rock sand sheet-piling sheeting shown in Fig side solid space spans specific gravity specifications square foot square inch steam steel strength structure surface tensile tensile strength tests timber tion tons per square tube vertical walls weight Wisconsin yellow pine ΙΟ
Популярні уривки
Сторінка 282 - F. as practicable, and observed at intervals for at least 28 days. (c) A third pat is exposed in any convenient way in an atmosphere of steam, above boiling water, in a loosely closed vessel for five hours. 23. These pats, to satisfactorily pass the requirements, shall remain firm and hard, and show no signs of distortion, checking, cracking, or disintegrating.
Сторінка 282 - Pats of neat cement about three inches in diameter, one-half inch thick at the center, and tapering to a thin edge, shall be kept in moist air for a period of twenty-four hours.
Сторінка 178 - ... and they shall be driven to a solid bearing if practicable to do so, and the number of such piles shall be sufficient to support the superstructure proposed. No pile shall be used of less dimensions than five inches at the small end and ten inches at the butt for short piles, or...
Сторінка 178 - Where metal is incorporated in or forms part of a foundation it shall be thoroughly protected from rust by paint, asphaltum, concrete, or by such materials and in such manner as may be approved by the Commissioner of Buildings.
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