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A platform for research: civil engineering, architecture and urbanism
Drilled-in caissons were combined with Pretest tiebacks in protective shoring structure to safeguard 9-story building bordering side-hill excavation 46 ft deep in Syracuse, NY; rock strata were so unstable that it was impracticable to drive steel sheet piling or H-section soldier beams; caissons, spaced 14 ft 6 in. on centers, and 24-in. in OD with 3/8-in. wall, were installed in holes 24-in. in diam, predrilled by rotary method.
Drilled-in caissons were combined with Pretest tiebacks in protective shoring structure to safeguard 9-story building bordering side-hill excavation 46 ft deep in Syracuse, NY; rock strata were so unstable that it was impracticable to drive steel sheet piling or H-section soldier beams; caissons, spaced 14 ft 6 in. on centers, and 24-in. in OD with 3/8-in. wall, were installed in holes 24-in. in diam, predrilled by rotary method.
Pretest tiebacks and drilled-in caissons
Civ Eng (NY)
White, R.E. (author)
1963
3 pages
Article (Journal)
English
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