Results 61 to 70 of about 4,832 (219)
, 2020 2019 Institution of Structural Engineers The geogrid-confined pervious geopolymer concrete pile (GPGCP) with fibre reinforced polymer (FRP)-polyvinyl chloride (PVC)-confined concrete core (FPCC) is a new form of composite piles proposed in a previous ...
Haiqiu Zhang (20122668) +1 more
core
Experimental study on interaction characteristics of geogrid-clay interface [PDF]
Geogrid is a kind of geosynthetic material widely used in engineering. The interaction between geogrid and packed soil plays a decisive role in the stability of reinforced soil engineering.
Wei Fu +5 more
core +2 more sources
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.The mechanism of soil arching is a critical technical issue in the load transfer of geosynthetic‐reinforced pile‐supported (GRPS) embankments. To investigate the evolution of soil arching under high‐speed railway loading within a pile group system, a performance analysis model for a GRPS embankment was established using ABAQUS.
Min Geng +3 more
wiley +1 more source
Advances in Civil Engineering, 2021 To investigate the interface shear characteristics between various geosynthetics and recycled concrete aggregate (RCA), 30 large-scale monotonic direct shear tests were conducted. The main work was to analyse the effect of a biaxial polypropylene geogrid,
Jian-Qi Wu +5 more
doaj +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Conventional retaining structures mainly emphasize overall stability, yet their efficacy in restricting displacement and deformation remains relatively limited. To meet the engineering demand for high embankment stabilization and lateral deformation control in highway projects, this study proposes a novel retaining structure based on classical earth ...
Ziyun Chen +5 more
wiley +1 more source
BuildingsGeogrids significantly enhance the soil matrix stability and foundation bearing capacity. Despite the development of numerous geogrid configurations, their geometric design has not yet been systematically optimized.
Linman Cao +6 more
doaj +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study experimentally investigates the bearing capacity behavior of triangular shell strip footings located near geogrid‐reinforced slopes, with particular emphasis on the combined effects of footing geometry, reinforcement configuration, and footing setback from the slope crest.
Reza H. Largani +4 more
wiley +1 more source
Numerical Evaluation of Stability in Supported and Unsupported Vertical Excavations Using PLAXIS‐2D
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Rapid urbanisation and the increasing demand for underground infrastructure have led to a substantial rise in deep excavations for basements, metro systems and utility networks. Maintaining excavation stability under complex soil and groundwater conditions remains a major geotechnical challenge because excessive ground deformation can threaten adjacent
Sachin Belwal +5 more
wiley +1 more source
Gradient Boosting‐Based Modeling of Structural Performance in Hybrid Multi‐Tube Columns
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study presents an advanced predictive framework for estimating the ultimate confined strength (fcc,u) and ultimate strain (εcc,u) of a hybrid multi‐tube concrete column (MTCC), an innovative structural system that combines a fiber‐reinforced polymer (FRP) outer tube, inner steel tubes, and void‐filled concrete.
Yinghui Sun +3 more
wiley +1 more source
Experimental study on a new type of FBG-3D printed geogrid in embankment reinforcement [PDF]
E3S Web of ConferencesFiber Bragg Grating (FBG) has been widely used in many civil engineering applications to sense strains and deformations. Combining the advantages of geosynthetics and FBG, this paper creatively presents a new type of FBG-3D printed geogrid, which allows ...
Zhang Mengxi, Zhu Hao
doaj +1 more source