قراءة كتاب Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 The Bergen Hill Tunnels. Paper No. 1154
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![Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910
The Bergen Hill Tunnels. Paper No. 1154 Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910
The Bergen Hill Tunnels. Paper No. 1154](https://files.ektab.com/php54/s3fs-public/styles/linked-image/public/book_cover/gutenberg/defaultCover_2.jpg?itok=OM5Yrm-2)
Transactions of the American Society of Civil Engineers, vol. LXVIII, Sept. 1910 The Bergen Hill Tunnels. Paper No. 1154
class="sideline center middle">258 to 428
The average quantity of powder used on the whole work was about 2.9 lb. per cu. yd. The tables on the diagrams, Figs. 1, 2, 3, and 4, show that the quantity actually used in making the advance at the main working faces was about 2.5 lb. The difference is accounted for by the larger percentage of powder used for trimming the sides, breaking out the cross-passages between the tunnels, and the excavation of the ditches, the latter operation not being done until the concrete lining was about to be put in.
There was some time, too, during the earlier stages of the work, when it is believed that an excessive quantity of powder was used; for one or two months it ran up to 4 lb. per cu. yd.
MUCK CAR USED AT WEEHAWKEN SHAFT
The dynamite used was “Forcite.” At first, both 40% and 60% were used, the 60% generally only for blasting the cut in the headings; during the latter part of the work, however, the 60% was used exclusively.
The rock as a rule broke very well, and only a comparatively small quantity could not be handled by the shovels without being broken up further by block-holing. In the sandstone the quantity of powder per cubic yard was much more than for any of the trap.
In drilling the Central Shaft, a 6-hole cut was made approximately on the center line, east and west, the enlargement requiring about 18 more holes, which were generally about 6 ft. deep, the average advance being about 4 ft. per day of 24 hours.
NORTH TUNNEL
larger view
SOUTH TUNNEL
larger view
PROGRESS PROFILES OF NORTH AND SOUTH TUNNELS SHOWING MONTHLY EXCAVATION
The drills were run by steam until a depth of about 150 ft. had been reached, air from the plant at Hackensack being available after
that time. Four drills were used most of the time, and six later when air was available. This work was done entirely by the John Shields Construction Company, and a depth of 205 ft. was sunk in 6 months (from July 15th, 1905, to January 15th, 1906). A derrick was used for hoisting and lowering men and tools during the sinking, elevators being put in later.
PLATE XXIII.
TRANS. AM. SOC. CIV. ENGRS.
VOL. LXVIII, No. 1154.
LAVIS ON
PENNSYLVANIA R.R. TUNNELS: BERGEN HILL TUNNELS.
Drilling Data.—During the progress of the work, both general and detailed observations were made of the drilling, the results of which are shown in the tables. Table 1 has been compiled from the records as platted daily on the chart from the inspectors’ reports, as shown by Plate XXIII, and described on page 113. Table 2 contains some data relating to the drilling in the headings.
The general results of these observations show that the average time the drills were “actually working” was 5.2 hours per shift, and that they were actually “hitting the rock” about half of this time, or about 2.5 hours per shift. The average depth drilled per hour, during the time the drills were “actually working,” was 2.66 ft.
The “actual working time,” as noted above, covers the period from the time the drills were first set up in the heading after blasting until they were taken down for the next blast; it does not include the time occupied in setting up or taking down, which would probably average 30 min. more per shift. It is believed that this figure will also apply very closely to drills working on the bench, though no actual observations were taken to determine this, on account of the irregularity with which they were worked.
The actual working time of the drills in the 736 shifts (7,360 hours) covered by Table 1, was 3,826 hours, or 5.2 hours per shift. The average depth drilled per yard, as shown in the last column of Table 1, agrees fairly well with the figures on the diagrams, Figs. 1, 2, 3, and 4.
Table 2 has been compiled from detailed timed observations of individual drilling of down holes in the bench, for periods of 7 or 8 hours each, in January, 1907. The work at that time was in fairly normal condition at all points.
The figures in the third column of Table 2 include the time required for moving from one hole to another, when this occurred during the observation, the time required for changing bits, oiling drills, etc., and all delays of all kinds. A close record of the delays was
kept, and it was considered that, of the 93 hours, 48 min., in Table 2, the unnecessary delays amounted to 5 hours, 7 min., or about 5½ per cent.
TABLE 1.
Shifts: Number of shifts covered by observations. Hours: Average number of hours worked per shift. D/Hr: Average depth drilled per hour per drill D/Yd: Average depth drilled per yard. |
Hack.: Hackensack Whk.: Weehawken CS: Central Shaft |
Method. | Date. | Shifts | Place. | Hours | D/Hr | D/Yd | |
No. 1— |
Aug. ’06 | 44 | Hack., | N. | 5.69 | 2.78 | 10.1 |
Sept. ’06 | 38 | ” | N. | 5.80 | 3.77 | 11.1 | |
Aug. ’06 | 43 | ” | S. | 5.60 | 2.89 | 9.1 | |
Sept. ’06 | 36 | ” | S. | 6.18 | 2.65 | 8.7 | |
Jan. ’07 | 16 | CS E. | N. | 5.99 | 2.99 | 8.2 | |