FREE BOOKS

Author's List




PREV.   NEXT  
|<   312   313   314   315   316   317   318   319   320   321   322   323   324   325   326   327   328   329   330   331   332   333   334   335   336  
337   338   339   340   341   342   343   344   345   346   347   348   349   350   351   352   353   354   355   356   357   358   359   360   361   >>   >|  
failures with untrustworthy foundations, great care has to be exercised in selecting the best hard material available, unaffected by water, for the backing, which should be brought up in thin, horizontal layers carefully consolidated; and where there is a possibility of water accumulating at the back, pipes should be introduced at intervals near the bottom right through the wall in building it, and rubble stone deposited close to the back of the wall, so as to carry off any water from behind, these pipes being stopped up just before the water is let into the dock. These precautions, moreover, are assisted by reducing the amount of backing to a minimum in the construction of the wall, best effected by building the wall inside a timbered trench. The liability to slide forwards can be obviated by carrying down the foundations of the wall sufficiently below dock-bottom to provide an efficient buttress of earth in front of the wall, and also by making the base of the wall slope down towards the back, thereby forcing the wall in sliding forwards to mount the slope, or to push forward a larger mass of earth; whilst a row of sheet piling in front of the foundations offers a very effectual impediment to a forward movement, and, in combination with bearing piles, prevents settlement at the toe in soft ground. In very treacherous foundations it may be advisable to defer the completion of the backing till after the admission of the water; but the additional stability given to a retaining wall or reservoir dam by an ample batter in front, is precluded in dock walls by the modern requirements of vessels. [Illustration: FIG. 18.--New York Quay Wall, Hudson river.] Maintenance of depth. Silt accumulates in docks where the lowering of the water-level by locking, the drawing down of half-tide basins, and the raising of the water at spring tides, involve the admission of considerable volumes of tidal water heavily charged with silt, which is deposited in still water and has to be periodically removed by dredging. To avoid this, the water is sometimes replenished from some clear inland source, an arrangement adopted at some of the South Wales ports opening into the muddy Severn estuary, and at the Alexandra dock, Hull, to exclude the silty waters of the Humber. At the Kidderpur docks on the Hugli, the water from the river for replenishing the docks is conduct
PREV.   NEXT  
|<   312   313   314   315   316   317   318   319   320   321   322   323   324   325   326   327   328   329   330   331   332   333   334   335   336  
337   338   339   340   341   342   343   344   345   346   347   348   349   350   351   352   353   354   355   356   357   358   359   360   361   >>   >|  



Top keywords:

foundations

 
backing
 
forward
 

forwards

 
admission
 
deposited
 

bottom

 

building

 

lowering

 

Illustration


Hudson

 

Maintenance

 
accumulates
 

additional

 
completion
 

treacherous

 

advisable

 
stability
 

precluded

 

modern


requirements

 

batter

 

retaining

 

reservoir

 

vessels

 
opening
 

Severn

 

estuary

 
inland
 

source


arrangement

 

adopted

 

Alexandra

 

replenishing

 
conduct
 

Kidderpur

 

exclude

 

waters

 

Humber

 
replenished

involve
 
considerable
 

volumes

 

spring

 

raising

 

drawing

 

basins

 

heavily

 
dredging
 

removed