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Progressive development of soil arching based on multiple-trapdoor tests
Soil arching has been recognized as a universal phenomenon in a number of earth structures, such as pile-supported embankments, twin tunnels, and...
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A Numerical Study on the Pullout Behavior of Inclined Square Anchor Plates in Soft Clay Under Cyclic Loading
Various anchors are used to withstand uplift forces for offshore and onshore structures on which research is going on for almost the last six...
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Experimental and Finite Element Study of RC Beams Shear Strengthened with Prestressed NSM CFRP
In order to improve the shear performance of prestressed concrete beam bridges and to solve the diseases such as shear cracks in the web and beam...
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Effect of the plate bondstress-slip property on the flexural strength of FRP Plated RC beams using a displacement-based approach
This study presents the theoretical results of a displacement-based approach for CFRP plated RC beams while varying the bondstress-slip relationship...
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Slip rate effects and cyclic behaviour of textile-to-matrix bond in textile reinforced mortar composites
The structural effectiveness of textile reinforced mortar (TRM) composites relies on their load transfer capacity to the substrate and the...
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Flexural performance of prefabricated U-shaped UHPC permanent formwork–concrete composite beams reinforced with FRP bars
Finite-element (FE) analysis of fiber-reinforced polymer (FRP)–reinforced concrete beams cast in U-shaped ultra-high-performance concrete (UHPC)...
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Numerical Study on the Damage Characteristics of Layered Shale Using 3D DEM
Layered shale is a kind of rock with obvious anisotropy, which is significantly influenced by the inclination angle of the rock. In this study, the...
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Joint Capacity of Bonded Sleeve Connections for Tubular Fibre Reinforced Polymer Members
Bonded sleeve joints formed by telesco** a steel tube connector for bolt-fastening have been shown as effective means for assembling tubular fibre...
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Shear Behavior of U-Shaped Steel–Concrete Composite Beams with Positive and Negative Loading
This paper studies the shear behavior of U-shaped steel–concrete composite beams (USCCBs), which include eight full-scale beam specimens with...
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Experiments and modeling of structural behavior of different BFRP reinforcements in concrete compressive members
Previous investigations have primarily focused on the use of circular basalt fiber reinforced polymer (BFRP) bars in concrete compression members,...
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Finite beam element with 22 DOF for curved composite box girders considering torsion, distortion, and biaxial slip
Experimental and numerical study on the mechanical performance of curved steel–concrete composite box girders is reported in this research. First,...
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Quantitative bearing capacity assessment of strip footings adjacent to two-layered slopes considering spatial soil variability
The probabilistic bearing capacity of the strip footing placed near a two-layered cohesive soil slope is evaluated using random adaptive finite...
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On Predicting the Ultimate Capacity of a Large-Span Soil–Steel Composite Bridge
The limit state design of large-span soil–steel composite bridges (SSCB) entails that understanding their structural behaviour in the ultimate state...
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Experimental Study on the Mechanical Performance of Column Underpinning Joints with Prestressed U-Shaped Steel Bars
To meet the requirements of highly efficient force transmission, easy operation and low damage in RC column underpinning engineering, a new...
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Modeling the Response of a Piled-Raft Footing: Ultimate Bearing Capacity
The design of pile–raft foundation is a complex problem due to pile-to-pile, pile-to-soil, pile-to-raft and raft-to-soil interaction effect; hence, a...
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Calculation Method for Active Non-limit Earth Pressure of Cohesive Soil on a Rigid Wall Based on the Nonlinear Mohr–Coulomb Failure Criterion
This work introduces a theoretical framework for determining the active non-limit earth pressure of cohesive soil on a base-rotating rigid wall. The...
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Analysis of the Behaviour of Very Slender Piles: Focus on the Ultimate Load
The paper aims to analyse the influence of slenderness on the ultimate behaviour of piles with a very small diameter (less than 10 cm) that are often...
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Modelling fracture due to corrosion and mechanical loading in reinforced concrete
Corrosion in reinforced concrete is an important feature which can lead to increased deformation and cracking, as well as to premature failure. In...
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Influence of interface roughness geometrical parameters on the shear behaviour of old and new concrete interface
Interface shear failure of composite concrete structures highlights the importance of shear performance research. Existing research results indicate...
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Analytical Methods and Verification of Impeller Outlet Velocity Slip of Solid–Liquid Disc Pump with Multi-Type Blades
The intensive exploration to improve the accuracy of the calculation model of velocity slip and theoretical head has always been a major issue in...
