Results 21 to 30 of about 1,042 (263)

Model test on the load bearing mechanism of inclined pile-sheet retaining wall

矿业科学学报
The inclined pile-sheet retaining wall differs from the traditional pile-sheet retaining wall in the stress and distribution of earth pressure behind the wall because of the inclination of the retaining plates. Its mechanism is unclear while its existing
GE Sha, WANG Weijun, QU Hongxia, WANG Meng, ZHANG Min   +4 more
doaj   +1 more source

Effect Analysis of Steel Sheet Pile Supporting for Utility Tunnel Foundation Pit in Water-Rich Soft Soil

Advances in Civil Engineering, 2023
Given the structural stability of steel sheet pile support in a water-rich soft soil area, the interaction mechanical mechanism between steel sheet pile support and soft soil was analyzed in the paper.
Guotao Shao, Dan Tang, Duyun Tan, Zizhen Liu, Yongjian Zhu   +4 more
doaj   +1 more source

Performance of Anchored Sheet Pile Wall with Batter Piles in Sandy Soil Subjected to Coupled Seepage and Cyclic Load: An Experimental Study

Wasit Journal of Engineering Sciences
In order to build flood barriers, erosion protection, cutoff walls, under dams, waterfront buildings, cofferdams, and excavation support systems, anchored sheet pile walls are used as either temporary or permanent constructions.
Shaimaa Ahmed Abdulhadi, Hasan Abbas
doaj   +1 more source

Slope Reinforcement Design for Balikpapan-Samarinda Toll Road Landslide Section 28+000 To 28+100.

Jurnal Teknik Sipil dan Perencanaan, 2023
The Balikpapan - Samarinda Toll Road is a new infrastructure project that connects two capital cities in East Borneo. Landslides occur in sections 28+000 to 28+100, necessitating the terrace design to prevent unstable conditions.
Siti Nurlita Fitri, Marbono Widya Diputra   +1 more
doaj   +1 more source

Experimental Study for the Behavior of Anchored Sheet Pile Subjected to Cyclic Load in Sandy Soil

Tikrit Journal of Engineering Sciences
Excavation deeper than about six meters is restricted by the application of sheet pile walls with anchors. This paper examined the effects of different parameters on anchored sheet pile walls under a lateral cyclic load ratio (CLR) of 10% and several ...
Rouida Haithem Ahmed, Hassan Obaid Abbas
doaj   +1 more source

Calculation Method of Seismic Residual Displacement of Sheet Pile Quay Walls

Advances in Civil Engineering, 2019
Sheet pile quay walls have widely been used in port engineering, hydraulic engineering, and civil engineering, but the sheet pile quay is a flexible retaining structure, which undergoes large deformation during earthquakes.
Liyan Wang, Zhou Yajun, Wenxue Gong, Jinsong Li, Aimable Ishimwe   +4 more
doaj   +1 more source

Testing of Structural Integrity of U-Shaped Sheet Pile in Canal Engineering Using Ground Penetrating Radar

Applied Sciences, 2022
Compared with other piles with the same cross-sectional area, “U-shaped” structural section sheet pile can increase the moment of inertia of the structure’s section.
Yongqing Yang, Guowei Li, Na Luo, Xueshan Cao   +3 more
doaj   +1 more source

Additive Manufacturing of Continuous Fibre Reinforced Composites: Process, Characterisation, Modelling, and Sustainability

Advanced Engineering Materials, EarlyView.
Additive manufacturing provides precise control over the placement of continuous fibres within polymer matrices, enabling customised mechanical performance in composite components. This article explores processing strategies, mechanical testing, and modelling approaches for additive manufactured continuous fibre‐reinforced composites.
Cherian Thomas, Amir Hosein Sakhaei
wiley   +1 more source

Three-dimensional response of double anchored sheet pile walls subjected to excavation and construction sequence

Heliyon, 2019
In this study, a three-dimensional (3D) response of anchored sheet pile walls was investigated on double-anchored sheet pile system during soils excavation and tunnel construction sequence.
Massamba Fall, Zhengguo Gao, Becaye Cissokho Ndiaye   +2 more
doaj   +1 more source

Direct Metal Deposition of Graphene–Ti28Nb35.4Zr Matrix Composites With Enhanced Mechanical, Corrosion, and Biocompatibility Properties for Bone Implants

Advanced Engineering Materials, EarlyView.
Graphene nanoplatelet (0.1 wt.%) reinforcement significantly enhances the performance of β Ti‐28Nb‐35.4Zr alloy. Grain refinement, reduced water contact angle, and improved surface characteristics promote osteoblast adhesion and complete surface coverage after 7 days.
Khurram Munir, Jixing Lin, Yuncang Li, Li Zhu, Paul F. A. Wright, Cuie Wen   +5 more
wiley   +1 more source