Dam Design
DAMS & LEVEES in Indiana, Department of Conservation and the Indiana Flood Control and Water Resources
Explains how the various wind, current, waves and mooring forces are applied in addition to the hydrostatic head to tremie sealed cofferdams in open water for design purposes.
The stability of MSE walls under water may be compromised in undrained conditions such as during a heavy rain or during a rapid drawdown.
Describes how the use of hybrid (MSE/soil nail) retaining wall construction
slurry trench, diaphragm wall, finwall, trench, cutoff, section, bearing, construction, concrete wall, services, retaining wall, cement bentonite, ground water barrier, bio polymer, permeability, seepage control
Pictures for Basement top-down construction using diaphragm walls
Allowable Stresses in Piles 1983 FHWA-RD-83-059 PB84-199462 Pile Foundations
This manual provides general information, design criteria and procedures for the design of concrete arch dams.