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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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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 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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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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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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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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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...
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Numerical Study on the Ultimate Bearing Capacity of the Strip Foundations on the Inclined Multi-Layered Soil Mass with a Weak Layer
Engineers frequently encounter challenges in designing foundations located above buried structures. In order to examine the effect of partial loading...
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Investigating brittle damage of buried pipelines under dip-slip faulting with peridynamics
Permanent ground deformation induced by surface faulting can seriously threaten the structural integrity of buried pipelines. The failure mode of...
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Numerical analysis of soil–steel composite structure performance at ultimate load: impact of stiffening ribs and geotextile reinforcement
This study investigates soil–steel composite structures, emphasizing the role of stiffening ribs and geotextile reinforcement through comprehensive...
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Experimental Study on Static and Fatigue Performance of Uplift-Restricted and Slip-Permitted Connectors
The uplift-restricted and slip-permitted (Referred to as “URSP”) connector is a new type of structure applied in the negative bending moment region...
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Design of Ultimate Resistance of Geogrid-Reinforced Working Platforms for Tracked Plant Over Cohesive Subgrade
Accidents on construction sites have revealed that mainly two mechanisms govern the stability of geosynthetic-reinforced working platforms exposed to...
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Experimental investigation of bond–slip behavior of between-anchored steel strips to concrete surface
Reinforced concrete and masonry structures may need strengthening or retrofitting for many different reasons. It is known that...
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A Method for Calculating Passive Earth Pressure Under Finite Soil Conditions Based on Upper Bound Limit Analysis
The pit-in-pit phenomenon is prevalent in foundation pit engineering practice, resulting in the soil at the bottom of the foundation pit becoming...
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Study on Mechanical Performance of Column Base Joint with Slip-Friction Arc Endplates
In order to study the mechanical performance of column base joint with slip-friction arc endplates, the finite element simulation analysis of this...
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Push-Out Tests on Interlocked Angles Connectors in Steel-Concrete-Steel Composite Structure
This paper reported a new interlocked angle connector (IAC) for steel-concrete-steel sandwich structures. Shear performances of IACs embedded in...
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Research on Angle Connector in Composite Beam
As a critical component for steel beam and concrete slab to work together, the strength of the shear connector affects the flexural load capacity and...
