FREE BOOKS

Author's List




PREV.   NEXT  
|<   26   27   28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50  
51   52   53   54   55   56   57   58   59   60   61   62   63   64   65   66   67   68   69   70   71   72   73   74   75   >>   >|  
the operation. The soft material at the bottom was constantly running into the lower compartment and undermining the stiff dry material at the top. The latter gradually broke away, and, at times, the actual face was some feet in advance of the shutters. Under those circumstances, the air escaped freely through the unprotected sand face. The joints of the shutters were plastered with clay, but this did not keep the air from passing out through the lower compartments. This condition facilitated the formation of blows, which were of constant occurrence where shutters were used in the sand. In Tunnels _B_ and _D_, at Manhattan, the shutters were used in the above manner clear across to the reef. In Tunnel _C_, which was considerably behind Tunnels _B_ and _D_, the shutters, although placed, were never used against the face, and the excavation was carried on by poling the top and breasting the face. The change resulted in much better progress and fewer blows. The excavation through the soft material in Tunnel _C_ had just been completed when Tunnel _A_ was started, and the gangs of workmen were exchanged. The work in soft ground in Tunnel _A_ thus gained the benefit of the experience in Tunnel _C_. Shutters were placed only in the top compartments in this tunnel, and, as in Tunnel _C_, were never used in contact with the face. The method of work is shown by Figs. 1, 2, and 3, Plate LXXI. The result was still more rapid progress in Tunnel _A_, and although the loss of air was fully as great in this tunnel as in the other three, there was only one blow which caused any considerable loss of pressure. In Tunnels _A_ and _C_ the diaphragms in the rear of the center compartments of the lower tiers of working chambers were removed before the shields entered the soft ground. The change was not of as much advantage in soft ground as in rock, but it facilitated the removal of the soft wet sand in the bottom. In Tunnel _A_, after encountering gravel, a belt conveyor was suspended from the traveling stage with one end projecting through the opening into the working compartment. The use of the conveyor made it possible to continue mucking at the face while the bottom plates of the iron lining were being put in place, and resulted in a material increase in the rate of progress. [Illustration: PLATE LXXI] The shutters were not placed on the Long Island shields at all. Just before the shields passed into all soft ground, a fixed hood
PREV.   NEXT  
|<   26   27   28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46   47   48   49   50  
51   52   53   54   55   56   57   58   59   60   61   62   63   64   65   66   67   68   69   70   71   72   73   74   75   >>   >|  



Top keywords:
Tunnel
 

shutters

 

ground

 

material

 

progress

 

shields

 
compartments
 

Tunnels

 

bottom

 

conveyor


resulted

 

facilitated

 

change

 

tunnel

 
excavation
 

working

 

compartment

 

chambers

 

passed

 

result


pressure
 

diaphragms

 

considerable

 
caused
 
center
 

increase

 

opening

 

Illustration

 

projecting

 

lining


plates

 

mucking

 

continue

 

removal

 

advantage

 

entered

 

Island

 
encountering
 

suspended

 

traveling


gravel

 

removed

 
joints
 
plastered
 

unprotected

 

freely

 
circumstances
 

escaped

 
formation
 

constant