FREE BOOKS

Author's List




PREV.   NEXT  
|<   387   388   389   390   391   392   393   394   395   396   397   398   399   400   401   402   403   404   405   406   407   408   409   410   411  
412   413   414   415   416   417   418   419   420   421   422   423   424   425   426   427   428   429   430   431   432   433   434   >>  
ikewise involve geologic factors. Problems of wave action, shore currents, shifting of shores, erosion, and sedimentation, which are of great importance in such operations, have long occupied the attention of the geologist. They belong especially in the branch of the science known as physiography. Geology in relation to underground water supplies is discussed in Chapter V. TUNNELS The digging of tunnels for transportation purposes, for aqueducts, and for sewage disposal requires careful analysis of geologic conditions in regard to both the rocks and the underground water. Knowledge of these conditions is necessary in planning the work, in inviting bids, and in making bids. It is necessary during the progress of the work. Too often in the past disastrous consequences, both physical and financial, have resulted from lack of consideration of elemental geologic conditions. The building of the great New York aqueducts and subways through highly complex crystalline rocks has been under the closest geological advice and supervision. The detailed study of the geology of Manhattan Island through a long series of years has resulted in an understanding of the rocks and their structures which has been of great practical use. In the aqueduct construction the kinds of rock to be encountered in the different sections, their water content, their hardness, their joints and faults, were all platted and planned for, and actual excavation proved the accuracy of the forecasts. An interesting phase of this work was the tunneling under the Hudson at points where the pre-glacial rock channel was buried to a depth of nearly a thousand feet by glacial and river deposits,--this work requiring a close study of the physiographic history of the river. SLIDES Slides of earth and rock materials, both of the creeping and sudden types, have often been regarded as acts of Providence,--but studies of the geologic factors have in many cases disclosed preventable causes. A considerable geologic literature has sprung up with reference to rock slides, which is of practical use in excavation work of many kinds. The cause of such movements is gravity. The softer, unconsolidated rock materials yield of course more readily than the harder ones, but even strong rocks are often unable to withstand the pull of gravity. The relative weakness of rock masses on a large scale was graphically shown by Chamberlin and Salisbury,[66] in a calculation indi
PREV.   NEXT  
|<   387   388   389   390   391   392   393   394   395   396   397   398   399   400   401   402   403   404   405   406   407   408   409   410   411  
412   413   414   415   416   417   418   419   420   421   422   423   424   425   426   427   428   429   430   431   432   433   434   >>  



Top keywords:

geologic

 

conditions

 
materials
 

resulted

 

aqueducts

 

practical

 
excavation
 
factors
 

gravity

 

glacial


underground
 
channel
 
buried
 

withstand

 

strong

 

deposits

 
thousand
 

unable

 

points

 

Hudson


accuracy

 

weakness

 

proved

 

actual

 

platted

 

planned

 

forecasts

 

tunneling

 

requiring

 

relative


calculation

 

interesting

 

masses

 

physiographic

 

considerable

 
literature
 
sprung
 

preventable

 

disclosed

 

unconsolidated


movements
 
graphically
 

slides

 

Chamberlin

 

reference

 

creeping

 
Slides
 

harder

 
softer
 

history