Selig, Ernest T.
Professor of Civil Engineering, University of Massachusetts, Amherst, MA
Pages: 18 Published: Jan 1990
Soil property requirements for the basic trench and embankment installation conditions are discussed. Characteristics of compacted soils are described and representative stress — strain parameters given. Preliminary values of existing ground stiffness properties are suggested. The applications of these properties for analyzing pipe deflection, wall thrust and buckling strength are indicated.
soil properties, stress-strain behavior, strength, compaction, flexible pipe, plastic pipe, Young's modulus, Poisson's ratio, bulk modulus, constrained modulus, deflection, buckling, wall thrust
Paper ID: STP42118S