crcivil
Civil/Environmental
- Jan 22, 2012
- 92
I've submitted a proposal to stabilize a gravity stone retaining wall 13' tall, 450 yd long, 25" width on the top, batterd towards the backfill, and with a width of 8' at the bottom. The foundation rests on soft clay soil, and the backfill material for the wall consists of coarse gravel (ballast) partially saturated.
There is a row of concrete small apartments resting on this backfill all along and just a few feet away from the wall. This wall exhibits horizontal cracks and tilting (3-4" from vertical) in some sections and I have proposed the owner to restrain it by means of two rows of 9 m and 7.50 m long soil nails employing 38 mm hollow bars with a 3 1/2" drill bit for a simultaneous drill and grout operations.
How should I go about drilling a 3.5"-4.0" borehole through a 8-feet width stone wall with a top hammer track drill without disturbing the structure before I start drilling and grouting through the coarse gravel backfill?
Best regards
There is a row of concrete small apartments resting on this backfill all along and just a few feet away from the wall. This wall exhibits horizontal cracks and tilting (3-4" from vertical) in some sections and I have proposed the owner to restrain it by means of two rows of 9 m and 7.50 m long soil nails employing 38 mm hollow bars with a 3 1/2" drill bit for a simultaneous drill and grout operations.
How should I go about drilling a 3.5"-4.0" borehole through a 8-feet width stone wall with a top hammer track drill without disturbing the structure before I start drilling and grouting through the coarse gravel backfill?
Best regards