Levee Failure Mechanisms

Probabilistic Fatigue Analysis of Fixed Offshore Structures

An Improved Linearization Technique for Frequency Domain Riser Analysis

Analytical Solutions for Coupled Reactive Transport Equations
Modeling the transport of reactive contaminants is one of the key challenges faced by groundwater engineers worldwide. Specifically, problems involving the transport of sequentially decaying...

Challenges in Drinking Water Distribution Systems Security Modeling
This paper is on challenges in drinking water distribution systems security modeling connected to OCMS, addressing research and practical issues coming-out from two recent activities which...

Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years: Volume Two
Prepared by the Program Committee, Offshore Technology Conference, of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...

Regression Analysis
This chapter discusses regression analysis in Microsoft Excel....

Analysis of Laterally Loaded Piles in Sand

Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay

A New Mixed Procedure for Nonlinear Analysis

Lessons Learned from the St. Francis Dam Failure

The 1953 Dike Failures in the Netherlands

Structures Congress 2006
Structural Engineering and Public Safety
Structures Congress 2006 highlights research in the broad areas of applied structural analysis, optimal structural design, structural control,...

Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years
Prepared by the Subcommittee on Offshore Technology Conference Support of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...

Hydrosystems Engineering Uncertainty Analysis
Focusing on issues of civic interest, this comprehensive practice manual teaches the application of uncertainty analysis for more sustainable hydrosystem design and management. Created...

Analysis of Dynamic Laterally Loaded Pile in Clay
Deflections of laterally loaded pile groups are strongly affected by the degree of pile head fixity. If the cap provides perfect restraint against rotation, deflections are only about...

Experimental p-y Model for Submerged, Stiff Clay

Safety Concepts and Risk Management

Analyzing Sediment Dynamics Post Dam Removal: One Size Does NOT Fit All!

Sensitivity of Raster-Based Model of Hillslope Hydrology and Sediment Transport to DEM Resolution

 

 

 

 

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