References
This chapter includes a list of references....

Conversion of Units
This chapter includes tables for conversion between imperial and metric units of measurement....

Appendix A Lake Superior Regulation: Addressing Uncertainty in Upper Great Lakes Water Levels
Back matter pages come after the papers or chapters in a published work. This back matter contains Lake Superior regulation: addressing uncertainty in upper great lakes water levels....

Appendix B Exploring Flood Nonstationarity in the Southeast and Mid-Atlantic Regions of the United States
Back matter pages come after the papers or chapters in a published work. This back matter contains exploring flood nonstationarity in the southeast and mid-atlantic regions of the united states....

Identification of a Class of Nonlinear Dynamic System

Interactive Graphics Dynamic Analysis of Frames

Measurements of On-Site Dynamic Parameters for Seismic Evaluations

Dynamic Stability of Statically Pre-Loaded Systems

Hybrid Modelling of Seismic Structure Interaction

High Explosive Simulation of Earthquake-Like Ground Motions

Resistance of Hardened Box-Type Structures

Dynamic Analysis of Equipment Structure Systems

A Rectilinear Force Generator For Full Scale Vibration Testing

Dynamic Shearing Properties Of Compacted Clay
A series of 116 Q-type triaxial compression tests was performed using specimens of Goose Lake clay compacted at water contents ranging from 9 percent dry of optimum to 3 percent on the...

Mechanisms Controlling the Permeability of Clays
Coefficients of permeability, calculated using Terzaghi's theory of one-dimensional consolidation, are reported for smectite, illite, and kaolinite, in water, methyl and ethyl...

Estimation of Consolidation Properties of Clay from Field Observations
Analyses to obtain theoretical time-settlement curves for embankments typically make use of soil properties measured in the laboratory on small disturbed samples subject to strain rates...

Measurement of Hydraulic Conductivity of Partially Saturated Soils
Increased interest in protection of the environment has led to a need to be able to predict long-term movement of moisture, and contaminants, in the vicinity of shallow land disposal sites...

Failure of a Large Circular Excavation
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experienced engineering firm and construction was performed by an experienced contractor....

Failure of a Twenty-Foot High Retaining Wall
A cantilever retaining wall, designed in apparent accord with provisions in a civil engineering handbook, failed soon after construction. Analyses of the causes of the failure are presented....

Axial Load Capacity of Pipe Piles in Sands
The axial load capacity of driven, open-ended, steel pipe piles in cohesionless soils, is often estimated using a method such as the American Petroleum Institute Recommended Practice 2A...

 

 

 

 

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