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Effect of fiber content and end geometry on the pullout behavior of straight and arc-shaped steel fibers embedded in SIFCON
Journal article
Li, Yabiao, Liu, Fengshan, Li, Qingyu, Li, Hedong, Sun, Guoxing, Liang, Rui. Effect of fiber content and end geometry on the pullout behavior of straight and arc-shaped steel fibers embedded in SIFCON[J]. Construction and Building Materials, 2024, 451(138688), 138688.
Authors:
Li, Yabiao
;
Liu, Fengshan
;
Li, Qingyu
;
Li, Hedong
;
Sun, Guoxing
; et al.
Favorite
|
TC[WOS]:
0
TC[Scopus]:
0
IF:
7.4
/
8.0
|
Submit date:2024/11/05
Arc-shaped Steel Fiber
Sifcon
Pullout Behavior
End Geometry
Fiber Content
Interfacial Bonding Mechanism
Pullout properties of AR-glass textile embedded in cement matrix under different velocities and temperatures
Journal article
Liu, Sai, Zhu, Deju, Wang, Xuan, Shi, Caijun. Pullout properties of AR-glass textile embedded in cement matrix under different velocities and temperatures[J]. Construction and Building Materials, 2019, 228, 116779.
Authors:
Liu, Sai
;
Zhu, Deju
;
Wang, Xuan
;
Shi, Caijun
Favorite
|
TC[WOS]:
14
TC[Scopus]:
15
IF:
7.4
/
8.0
|
Submit date:2022/05/17
Ar Glass
Dynamic Loading
Pullout Properties
Temperatures
Trc Materials
Modeling Geogrid Pullout Behavior in Sand Using Discrete-Element Method and Effect of Tensile Stiffness
Journal article
Wei-Bin Chen, Wan-Huan Zhou, Xue-Ying Jing. Modeling Geogrid Pullout Behavior in Sand Using Discrete-Element Method and Effect of Tensile Stiffness[J]. International Journal of Geomechanics, 2019, 19(5).
Authors:
Wei-Bin Chen
;
Wan-Huan Zhou
;
Xue-Ying Jing
Favorite
|
TC[WOS]:
25
TC[Scopus]:
29
IF:
3.3
/
3.5
|
Submit date:2021/03/11
Soil-structure Interaction
Geogrid Tensile Stiffness
Discrete-element Method
Pullout Behavior
Soil-Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors
Journal article
Wang, Han-Lin, Chen, Ren-Peng, Liu, Qi-Wei, Kang, Xin, Wang, Yan-Wei. Soil-Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors[J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2019, 31(1).
Authors:
Wang, Han-Lin
;
Chen, Ren-Peng
;
Liu, Qi-Wei
;
Kang, Xin
;
Wang, Yan-Wei
Favorite
|
TC[WOS]:
23
TC[Scopus]:
31
IF:
3.1
/
3.6
|
Submit date:2019/01/17
Soil-geogrid Interaction
Fiber Bragg Grating (Fbg)
Pullout Test
Dry Density
Fixing Condition
Prediction of the root anchorage of native young plants using Bayesian inference
Journal article
W.M. Yan, L. Zhang, F.T.Y. Leung, Ka-Veng Yuen. Prediction of the root anchorage of native young plants using Bayesian inference[J]. Urban Forestry and Urban Greening, 2016, 19, 237-252.
Authors:
W.M. Yan
;
L. Zhang
;
F.T.Y. Leung
;
Ka-Veng Yuen
Favorite
|
TC[WOS]:
5
TC[Scopus]:
6
IF:
6.0
/
6.4
|
Submit date:2019/02/12
Basal Diameter
Bayesian Analysis
Field Pullout Test
Root Anchorage
Young Plants
Chapter 20: Pullout Resistance of Grouted Soil Nails
Book chapter
出自: Ground Improvement Case‐Histories: Embankments with Special Reference to Consolidation and Other Physical Methods:Elsevier Ltd., 2015, 页码:533-571
Authors:
Zhou, W. H.
Favorite
|
|
Submit date:2022/08/20
soil nail
pullout resistance
Degree of saturation
overburden pressure
grouting pressure
Pullout Resistance of Grouted Soil Nails
Book chapter
出自: Ground Improvement Case Histories: Embankments with Special Reference to Consolidation and Other Physical Methods, Amsterdam, Netherlands:Elsevier Ltd, 2015, 页码:533-571
Authors:
Zhou W.-H.
Favorite
|
TC[Scopus]:
2
|
Submit date:2018/12/21
Bayesian Method
Degree Of Saturation
Grouting Pressure
Overburden Pressure
Pullout Resistance
Soil Nailing
Estimation of maximum pullout shear stress of grouted soil nails using bayesian probabilistic approach
Journal article
Wan-Huan Zhou, Ka-Veng Yuen, Fang Tan. Estimation of maximum pullout shear stress of grouted soil nails using bayesian probabilistic approach[J]. International Journal of Geomechanics, 2012, 13(5), 659-664.
Authors:
Wan-Huan Zhou
;
Ka-Veng Yuen
;
Fang Tan
Favorite
|
TC[WOS]:
52
TC[Scopus]:
59
IF:
3.3
/
3.5
|
Submit date:2018/12/21
Bayesian Inference
Degree Of Saturation
Grouting Pressure
Pullout Resistance
Soil Nail.
Analytical study on progressive pullout behavior of a soil nail
Journal article
Hong C.-Y., Yin J.-H., Zhou W.-H., Pei H.-F.. Analytical study on progressive pullout behavior of a soil nail[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(4), 500-507.
Authors:
Hong C.-Y.
;
Yin J.-H.
;
Zhou W.-H.
;
Pei H.-F.
Favorite
|
TC[WOS]:
19
TC[Scopus]:
40
|
Submit date:2018/12/21
Analytical Study
Parametric Study
Progressive Interaction
Pullout Resistance
Soil Nail
Finite element modeling soil nail pullout behavior and effects of overburden pressure and dilation
Journal article
Zhou W.-H., Yin J.-H.. Finite element modeling soil nail pullout behavior and effects of overburden pressure and dilation[J]. Yantu Lixue/Rock and Soil Mechanics, 2011, 32(SUPPL. 1), 691-696.
Authors:
Zhou W.-H.
;
Yin J.-H.
Favorite
|
|
Submit date:2018/12/21
Dilation
Finite elements
Overburden pressure
Parametric analysis
Pullout resistance
Soil nailing