Arizona road
October 1, 2006
…is possible if no abrupt braking, turns, or steel-track equipment is used on it. I am hopeful that you can help us through this situation because we are in a…
Found 986 results.
October 1, 2006
…is possible if no abrupt braking, turns, or steel-track equipment is used on it. I am hopeful that you can help us through this situation because we are in a…
October 1, 2006
…Low & Bonar (L&B) announced plans earlier this year to buy nonwoven textile maker, Colbond Investments, according to the Reuters news agency. Colbond Inc., the textile manufacturer that…
October 1, 2006
…an engineer-specified designation, AIC, can now find complete program details and submittal form online at www.iagi.org. Developed from dialogs with member installers, member suppliers, outside experts in the containment field,…
October 1, 2006
…lobbying program immediately targeted the rebuilding of the U.S. Gulf coast as an opportunity for the use of geosynthetics in new construction. Leading the charge for GMA is former congressman…
October 1, 2006
…isolate the site’s impaired sediment from environmental receptors and allow for the site’s continued use for navigation. The geotextile layer was applied following completed dredging operations. Following consulting assistance with…
October 1, 2006
…always been of the, “If it’s not broke, don’t fix it” school but, alas, AASHTO is always right, eh? John A. Kerr, P.E. Principal Geotechnical EngineerATC Associates Inc.Cincinnati, Ohio…
October 1, 2006
…EPDM, fPP, LLDPE, or PVC geomembranes are all candidates. Specifications for the first three are at: www.geosynthetic-institute.org. I can get the fPP since it is currently suspended for some minor…
October 1, 2006
…critical guidance during the installation of the GCBD. For more information, go to: www.mrr.dot.state.mn.us/research/construction/2006geocomposite.asp *Further information about active and proposed FHWA Pooled Fund Projects is available at: www.pooled fund.org…
August 1, 2006
…opposing directions. AASHTO seems to have ignored this key element in geotechnical limit state design, implicitly applying a load and resistance factor of 1.0 (meaning: use it as is). From…
August 1, 2006
…concrete with liner where possible (Photo 2). Avoid batten strip fastenings; use cast-in embedment strips instead (Photos 3 & 6). Avoid metal pipe penetrations (Photo 4). If pipe penetrations are…