Some Engineering Problems Of The Panama Canal In Their Relation To Geology And Topography
Forfatter: Donald F. MacDonald
År: 1915
Forlag: Washington Government printing Office
Sted: Washington
Sider: 88
UDK: 626.1
Published With The Approval Of The Govenor Of The Panama Canal
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
GENERAL GEOLOGY OF CANAL ZONE.
19
size to which the material should be broken ordinarily has to be
determined by experiment.
The resistance of largo masses of relatively hard rock depends
not nearly so much on the tenacity of the solid rock as on the extent
to which it is cut by natural joint, bedding, and shear planes. If it
were desired to have the maximum size of the fragments not more, say,
than 1 cubic yard, and if the joints happened to be well developed
more or less at right angles to each other and so spaced that they
divided the rock mass into fragments of not more than a cubic yard
each., then the holes would not need to be so closely spaced and the
charges could be much lighter to give the desired effect than if the
joint planes were 2 or 3 yards apart or absent. If tho material
excavated is to be crushed and used for road making or concrete
work, a high amount of jointing and fissuring lessens tho amount of
crushing necessary and greatly cheapens the cost of the product. On
the other hand, if great coarse fragments are needed for armoring a
breakwater against sea waves or an embankment against river cur-
rents, much jointing spoils any rock for such purposes, however
suitable it may otherwise bo. Soft argillaceous rocks with little
tenacity are easily and cheaply drilled, and some such rocks on the
Canal Zone were locally bored with augers. The holes in rock of
this kind may bo much farther apart and the explosive used may
bo a cheaper, lower grade and a slower acting one than would be
required in hard rock.
ROCK FORMATIONS AND SPECIFIC ENGINEERING RELATIONS.
BAS OBISPO FORMATION.
The Las Obispo formation is tho oldest isthmian formation, so far
as is known, and is probably of pre-Tertiary age. It was formed of
rock fragments and ash blown from old volcanic vents. The débris
settled over the surrounding region and was subsequently cemented
into 1 airly hard rock by the slow-acting processes of rock comentation.
Locally it shows some rough bedding and some rounded water-worn
fragments. In composition it belongs to the group of rocks called
andesites, and technically would bo classed as an andesitic breccia.
It outcrops extensively at Bas Obispo and near old Panama, and
small outcrops rise above the alluvium near Miraflores and Diablo
Ridge.
About 7,000 feet of tho north end of Culebra Cut has been exca-
vated in this formation. It is relatively hard and tenacious, except
locally where it has been sheared by faulting. These locally faulted
places have lot down some masses and fragments of loose rock; but
these were relatively unimportant as slides. On the whole, this