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Grading and rock problems encountered during major railway relocation
Forty-four mile double-track mainline relocation through northern Arizona's volcanic clays, cinders, "solid" basalts, cross-bedded Coconino sandstones, and badly jointed Kaibab limestones under pressure was made in cuts of 13,000 ft having depths of 115 ft; roadbed embankments, some more than 100 ft in height, were successfully made of plastic common and granular common materials, and excavated rock, without benefit of compaction water.
Grading and rock problems encountered during major railway relocation
Forty-four mile double-track mainline relocation through northern Arizona's volcanic clays, cinders, "solid" basalts, cross-bedded Coconino sandstones, and badly jointed Kaibab limestones under pressure was made in cuts of 13,000 ft having depths of 115 ft; roadbed embankments, some more than 100 ft in height, were successfully made of plastic common and granular common materials, and excavated rock, without benefit of compaction water.
Grading and rock problems encountered during major railway relocation
Nat Research Council -- Highway Research Board -- Research News
Stane, R.A. (author)
1964
5 pages
Article (Journal)
English
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