Low-Gravity Experiments: Shear Testing Takes a Nose Dive
A major challenge to making celestial soil mechanics viable is to re-engineer the profession's toolkit to provide geotechnical solutions without the luxury of ex-situ and in-situ testing as we know them...

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,...

Cyclic Response of Steel-Stud Framed Wall Panels

On the Evaluation of Static Soil Properties

Evaluation of Geotechnical Property Variability

Hydrodynamic Damping on Flexible Cylinders in Sheared Flow

Effects of Offshore Sampling and Testing on Undrained Soil Shear Strength

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...

New Shear Stud Provisions for Composite Beam Design
The 2005 American Institute of Steel Construction (AISC) Specification for Structural Steel Buildings (AISC 2005) will contain significant changes to the shear connector provisions for...

Experimental p-y Model for Submerged, Stiff Clay

Members Subjected to Torsion Combined with Other Actions
The combination of torsion with bending and shear (T-M-V) in members with both transverse and longitudinal reinforcement is the most commonly encountered combination in practical cases....

Highly Deformable Shotcrete Lining—Design and Experience

Monitoring Two Tunnels
Two pilot projects for bored tunneling in soft soil have been undertaken in the Netherlands under the authority of the Centre for Underground Construction: the Second Heinenoord Tunnel...

Performance Evaluation of Damage and Plasticity Formulations for Concrete

Post-Peak Analysis of Reinforced Concrete Using Localization Signal

Post-Yield Behavior of Reinforced Concrete Membrane Elements—The Hsu/Zhu Ratios

Entire Load-Displacement Characteristics for Direct Shear Failure of Concrete

Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete

Modeling of Shear Beahvior of RC Bridge Structures

Shear-Flexure Interaction Seismic Analysis and Design

 

 

 

 

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