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RISDiscussion of “<i>Seepage from Free Water above Impermeable Tailings</i>” by Lewis T. Isaacs and Bruce Hunt (November, 1981)
Publisher: American Society of Civil Engineers
Discussion of “<i>Seepage from Free Water above Impermeable Tailings</i>” by Lewis T. Isaacs and Bruce Hunt (November, 1981)
Publisher: American Society of Civil Engineers
Discussion of “<i>1‐D Strain in Normally Consolidated Cohesive Soils</i>” by Bobby O. Hardin (May, 1989, Vol. 115, No. 5)
Publisher: American Society of Civil Engineers
Discussion of “<i>Settlement Analysis of Embankments on Soft Clays</i>” by G. Mesri and Y. K. Choi (April, 1985, Vol. 111, No. 4)
Publisher: American Society of Civil Engineers
Discussion of “<i>Hyperbolic Method for Consolidation Analysis</i>” by Thiam‐Soon Tan, Toshiyuki Inoue, and Seng‐Lip Lee (November, 1991, Vol. 117, No. 11)
Publisher: American Society of Civil Engineers
Pipeline Supported on a Nonuniform Winkler Soil Model
Publisher: American Society of Civil Engineers
Abstract: After a buried bell-and-spigot pipeline was installed at a site, an interior survey showed that some of the pipe sections were as much as
Ring-Reinforced Pipelines: That Moment of Mystery
Publisher: American Society of Civil Engineers
Abstract: Soil support is routinely incorporated into the design of a buried flexible pipeline, whether straight walled or corrugated. However, there does not appear to be any published design guidelines for a buried ring-reinforced ...
Buckling versus Deflection of Buried Flexible Pipe
Publisher: American Society of Civil Engineers
Abstract: In general, the design of a buried flexible pipe is controlled by deflection rather than buckling. However, there are two situations in which buckling may control the design: (1) shallow cover with an internal vacuum ...
Liquefaction Induced by Auger-Cast Piles: How Common?
Publisher: American Society of Civil Engineers
Abstract: Clear water was observed percolating from the tops of fresh auger-cast piles and from the surrounding ground. This transient event, typically lasting less than an hour, occurred in approximately 40% of nearly 700 piles. ...
Goodbye, Hazen; Hello, Kozeny-Carman
Publisher: American Society of Civil Engineers
Abstract: The century-old Hazen formula for predicting the permeability of sand is based only on the