Earth Pressures on Rigid Walls During Earthquakes

Seismically-Induced Deformations of Caisson Retaining Walls in Improved Soils

Estimation of Seismically Induced Lateral Deformations for Anchored Sheetpile Bulkheads

Integrated Design Procedure for Flexible Pipe

The Suitability of Spangler's Iowa Formula for Predicting Deflection in All Flexible Pipes

Snow Deformation Beneath a Vertically Loaded Plate: Formation of Presswure Bulb with Limited Lateral Displacement

Improved Spring Load Restriction Guidelines Using Mechanistic Analysis

Experiments on Frost Heaving Force of Ground Anchor

Deformability Parameters of Shredded Tire Lightweight Fills

Behavior of the First Prototype and Full-Scale Models of PLPS Geosynthetic-Reinforced Soil Structure

Limited Mobility Displacement Grouting for a MSE Wall Foundation

Geotechnical Instrumentation for a Megaproject

Displacements of Structures and BART Tunnels Caused by Construction of MUNI Metro Turnback in San Francisco

Utilization of Lagoon-Stored Lime in Embankment Construction
The maximum percentage of lime that can be mixed with a predetermined borrow material to build the proposed road embankment without adversely affecting the physical and mechanical properties...

Pioneers in Soil Mechanics: The Harvard/MIT Heritage

Fluid Mechanics
An Interactive Text
This multimedia CD ROM, Fluid Mechanics: An Interactive Text, brings to life every topic and phenomenon associated with the study of fluid...

Hydraulics of Open Channel Flow
This text is designed to make a deliberate effort to extend the modern fluid mechanics approach into the analysis of open channel flow without necessarily requiring the use of advanced...

Solutions Manual-Fluid Mechanics
An interactive Text
The solutions to the end-of-chapter exercises of Fluid Mechanics: An Interactive Text are contained in this manual. These solutions are meant...

Measurement of Displacement Field by Matching Method and Observation of Strain Localization in Soft Rock

Numerical Image Processing in Centrifuge Testing

 

 

 

 

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