TDR Monitoring of Overburden Deformation to Verify Modeled Behavior

Excavations in San Francisco Bay Mud: Design for Deformation Control

Rationalizing the Practice of Strut Preloading for Braced Excavations

Determination of Vertical Loading on Underground Structures Based on an Arching Evolution Concept

Finite Element Analysis of Ground Response due to Tunnel Excavation in Soils

Seismic Performance of the Yerba Buena Island Tunnel

Long Term Behavior of Tunnels in Chicago Clay

Performance of Inclinometers in Diaphragm Wall

Characteristics of Urethane-Grouted Sand for In Situ Seepage Control

Jet Grouting in Cohesive Soils

A Field Observation and Prediction in Soft Ground Tunnel

Fluidization of the Sand Bed and Sediment Movement in the Surf Zone

High Strength Concrete
This proceedings, High Strength Concrete, consists of papers presented at the first Engineering Foundation Conference on High Strength Concrete,...

Energy Unleashed
The U.S. Army Corps of Engineers discharges a mean daily flow of 2,000 cu ft/s (57 m³/s) under a gross head of 280 ft (85 m) through four Howell-Bunger valves at the Summersville Dam in...

The Efficiency of a Peat Biofilter Treatment System and the Impacts on Groundwater Quality

Summary Report of Bioassays for the City of Hollywood Water Plant Membrane Reject Water as it Mixed with Wastewater Treatment Plant (WWTP) Effluent in an Ocean Outfall Environment

Friction Factor Choice in Hydraulic Simulation Models: Does It Matter?
(no paper) To model water distribution systems using computer hydraulic simulation, a user is required to select a form of head loss-flow relationship for each pipe in the network. The...

Long-Term Streamflow Forecasting
(No paper) Technology is creating major impacts on water management decisions dynamics. Today emerging technologies, such as satellite rely of hydrological and meteorological data, improvement...

Empirical Prediction of Liquefaction Induced Lateral Spreading (EPOLLS) Prediction of Permanent Ground Deformation Resulting from Lateral Spreading

Girth Joints in Steel Pipelines Subjected to Wrinkling and Ovalling

 

 

 

 

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