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...
Axial Capacity of Steel Pipe Piles in Clay
Development of theories for the prediction of the axial compressive and tensile load capacities of driven piles is made difficult by a variety of factors, e.g., disturbance of the soil...
Underground Compressed Air Energy Storage (CAES)
Conical Test Load Measuring Compressibility
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Design Considerations for Expansion of an Existing Landfill Over Extremely Compressible Soils
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This chapter discusses the tabulation of tension, compression, and flexural development data in Microsoft Excel....
Modelling of Displacement Piles in Sand Using a Pressure Chamber
Preserving Pisa's Treasure
Pisa's bell tower, a prime example of Romanesque architecture, would be renowned even if it did not lean. Construction of the tower began in 1173 and was not completed until...
Effect of Aluminum Compression on ACSR Conductor Sags at High Operating Temperatures
Deregulation and restructuring are sweeping the electric utility industry in the United States. As a result, many utility engineers are analyzing, re-rating, and upgrading their most critical...
Diametral Compression Tests for the Determination of Shotcrete Anisotropic Elastic Constants
Early Age Properties of Shotcrete
Compressive Fracture Energy and Fracture Zone Length of Concrete
Size Effect on Stress-Strain Curves of Concrete
Evaluation of Axial Compression Behavior of Micropiles
Behavior of Soft Singapore Marine Clay Treated with Cement
Bridge to the Future
An arched footbridge under construction in Seoul, South Korea, that is reconnecting the metropolis with a tranquil island, will demonstrate the compressive strength and sleek design potential...
Design of Tension Lap Splices in High Strength Concrete
Effect of Concrete Strength on the Behavior of RC Beams Subjected to Pure Torsion
Behaviour of Fiber Concrete Reinforced with Steel Spirals under Cyclic Compressive Loading
Penetration Resistance Tests on High Strength Concrete
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