Shear and Interface Strength of Clay at Very Low Effective Stress
Thin-specimen direct shear (TSDS) tests were conducted to measure the shearing strength of kaolinite, and interface strengths between kaolinite and acrylic plastic and anodized aluminum,...

Effective Stress Theory of Soil Compaction
The shape of the moisture-density curve obtained from compaction tests has been explained in terms of capillarity and lubrication, viscous water, and physico-chemical interactions. None...

Dynamic Response of Laterally-Loaded Piles in Centrifuge

Dynamic Stresses From Experimental and Modal Analyses

On the Interpretation of Drilled Foundation Load Test Results

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

Critical State Soil Mechanics Model of Soil Consolidation Stresses around a Driven Pile

Size and Scale Effects on the Shear Strength of Concrete Beams
This paper identifies and discusses the role of proper geometric scale of relevant parameters in the size effect in shear, particularly in terms of practical beam design. In the overall...

Structurally Enhanced Foundations: A Functional Solution to Thaw Strain in Frozen Sand and Gravel
Some building sites with perennially frozen soil profiles are developed using nonelevated, conventional-appearing foundation systems. These sites consist of frozen sands and gravels and...

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...

Correlations for Design of Laterally Loaded Piles in Soft Clay

Analysis of Laterally Loaded Piles in Sand

Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay

Modeling Laterally Loaded ACIP Piles in Overconsolidated Clay

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...

Cyclic Lateral Loading of Large-Scale Pile Group

Advances in Analytical Modeling of Torsional Members
The basic formula for calculating the torsional strength of reinforced concrete members was developed by Rausch (1929) using the space truss concept. Unfortunately, Rausch's equation may...

Modeling and Simulation of Concrete Materials

Size Effect on Stress-Strain Curves of Concrete

Lateral Loading & Seismic Response of CIDH Pile Supported Bridge Structures

 

 

 

 

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