Pore Water Pressures in Unsaturated Soils
Unsaturated soils are three-phase systems composed of solid mineral matter, water, and air. Such soils may be formed by either natural or artificial means. Except in moist environments,...
Water Gravity Waves Generated by a Moving Low Pressure Area
Modelling of Displacement Piles in Sand Using a Pressure Chamber
Structural Expression in Wind Sensitive Structures
Architectural details can impact both the local cladding pressures on a structure as well as the overall structural response. Figure 1 shows a pair of roof corner vortices on the upper...
Leakage Control—Finding a New Resource from the Existing One
It is estimated that by the year 2005, one person in two will have an insufficient supply of one of the world's most precious elements: water. Worse still, it is predicted that this shortage...
Control of Microorganisms in Drinking Water
Prepared by the Water Supply Engineering Technical Committee of the Infrastructure Council of the Environmental and Water Resources Institute of ASCE. ...
Quality Control Test for Prestressing Wires in Concrete Pressure Pipe
Prestressed concrete cylinder pipe (PCCP) was introduced in 1942 as a high pressure capacity conduit for water transmission. The principal element of the design and construction that imparts...
Control of Microorganisms in Drinking Water by Pressure-Driven Membrane Processes
Comparison of Hydrodynamic Parameters for a Floating Breakwater
The U. S. Army Engineer Research and Development Center is in the process of developing a Rapidly Installed Breakwater System (RIBS) for use in Joint Logistics Over the Shore Operations...
Compaction Effects Induced in Cohesionless Soils by Installation of Pressure-Injected Footings
High Resolution Pressure Measurements on Roofs of Low Buildings
Describing an instrumented module which was built with extremely high pressure tap density to use as a component of a roof or wall....
Investigation of Velocity Patterns under a Bridge Deck in a Pressure Flow Condition
Top Width of Pier Scour Holes in Free and Pressure Flow
Preliminary Studies of Pressure Flow Scour
Interim Procedures for Pressure Flow Scour
Maryland SHA Procedure for Estimating Scour at Bridge Abutments Part 2 -Clear Water Scour
Simultaneous Measurement of Roof Pressures and Applications
An Arch-Shaped Culvert Built by the Inflatable Form
Toe Penetration Requirements for Tieback Walls
Long Term Behavior of Tunnels in Chicago Clay
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