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New Method to Evaluate the Seismic Ultimate Bearing Capacity of Foundations Adjacent to Slopes Considering the Dilatancy Angle
A simple seismic slip line field theory and seismic boundary conditions are developed, and two types of the slope surfaces in the limit state...
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Explainable XGBoost machine learning model for prediction of ultimate load and free end slip of GFRP rod glued-in timber joints through a pull-out test under various harsh environmental conditions
Timber constructions face the challenge of degradation of wood and its connections when exposed to harsh environmental conditions, leading to a...
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Ultimate capacity of granular pile anchors
The paper presents methods for the estimation of the ultimate pullout capacities of Granular Pile Anchors (GPA) for homogeneous and non-homogeneous...
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New Failure Mechanism for Evaluating the Static and Seismic Ultimate Bearing Capacity of Strip Footings Adjacent to Slope
The seismic slip line field theory (SLFT) is derived based on the method of characteristic, and the critical slope contour calculated by the SLFT is...
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Ultimate Bearing Capacity of Weak Foundations under Coal Pillars
In many underground coal mines, a seam is underlain by weak floor material, and the load-carrying capacity of a pillar may be limited not by its own...
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Research on the slip deformation characteristics and improvement measures of concrete-faced rockfill dams on dam foundations with large dip angles
The pumped storage power station (PSPS) is an important measure to achieve the strategic goal of “dual carbon”. As one of the preferred types for the...
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Understanding the Reversed Tension–Compression Asymmetry of an Extruded Mg-10Y Sheet from the Perspective of Slip Activity and Plastic Heterogeneity
To understand the reversed tension–compression asymmetry (TCA), i.e. compressive yield strength > tensile yield strength, in an extruded Mg-10Y...
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Ultimate Bearing Capacity of Strip Footings
In geotechnical engineering, the ultimate bearing capacity of soils under strip footing is an important problem. The ultimate bearing capacity is...
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Fracture Slip Behavior in Granite Under High-Temperature True Triaxial Loading Tests
Precise knowledge of the thermal and mechanical properties of polycrystalline rocks is vital for the assessment of geothermal targets. However,...
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A New Apparatus for Testing Shear-Slip Properties of Rock Joint Subjected to Dynamic Disturbance
BackgroundTo evaluate the stability of jointed rock masses subjected to dynamic disturbance, laboratory dynamic shear test on rock joint is...
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Effect of Shear Angle on Microstructure and Mechanical Properties of AZ61 Mg Alloy During Extrusion-Shear Process
To enhance the strength and plasticity of the AZ61 Mg alloy, a process called extrusion-shear (ES) was proposed. The process is based on conventional...
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FE modeling for ultimate behavior predictions of RC beam
This study encompasses a Finite Element (FE) analysis simulation approach and assessment of ultimate behavior responses of the Reinforced Concrete...
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The implementation of improved radial movement optimization to calculate the ultimate bearing capacity of strip footing on unsaturated soil under inclined loading
Based on the upper-bound limit analysis method and the double stress state variable theory, the improved radial movement optimization (IRMO) is used...
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Experimental and Crystallographic Studies of Pyramidal
Constraint uniaxial compression of magnesium single crystals along c-axis was carried out at room temperature and elevated temperatures of up to...
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Temperature-Dependent Easy Slip System Transformation in WC and TiC
Owing to the distinguished mechanical properties, WC and TiC are important engineering materials used in machining and drilling. However, the...
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Mechanical Behavior and Failure Mechanism of Solid Expandable Tubular Crossing Active Strike-Slip Fault
Fault slip will directly affect the technical performance of solid expandable tubular (SET). However, there are few researches on the mechanical...
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Disturbed zone calculation and stability evaluation method of footwall slope with slip-shear failure under excavation
The slip-shear failure type of footwall slope is a type of beding slope that often appears in mining engineering, which has the characteristics of...
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Pure Copper Sheets Processed by Constrained Studded Pressing: The Effect of Die Angle
The effect of the stud angle on the microstructure and mechanical properties of the pure copper sheets processed by constrained studded pressing...
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Experimental and numerical investigation on shear and bond–slip behaviors of FSK-reinforced FRP–UHPC composite beams
The shear performance of fiber-reinforced polymer (FRP)–ultra-high-performance concrete (UHPC) composite beams with FRP shear keys (FSK) was...
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Bond–Slip Model of Corroded Strand Considering Rotation Effect
Corrosion leads to the cracking of concrete cover and degrades the bond strength of strand. This chapter theoretically analyzed the bond strength...