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ZHOU WANHUAN [5]
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KUOK SIN CHI [1]
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2024 [1]
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A Novel Method for Integrity Assessment of Soil-Nailing Works with Actively Heated Fiber-Optic Sensors
Journal article
Wang, Jing, Lin, Shao Qun, Tan, Dao Yuan, Yin, Jian Hua, Zhu, Hong Hu, Kuok, Sin Chi. A Novel Method for Integrity Assessment of Soil-Nailing Works with Actively Heated Fiber-Optic Sensors[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2024, 150(8), 04024063.
Authors:
Wang, Jing
;
Lin, Shao Qun
;
Tan, Dao Yuan
;
Yin, Jian Hua
;
Zhu, Hong Hu
; et al.
Favorite
|
TC[WOS]:
8
TC[Scopus]:
7
IF:
3.9
/
4.5
|
Submit date:2024/07/04
Actively Heated Fiber-optic (Ahfo) Sensor.
Nondestructive Method
Soil Nail Integrity
Thermal Conductivity
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
Experimental study on the pullout resistance of pressure-grouted soil nails in the field
Journal article
Hong, Cheng-Yu, Yin, Jian-Hua, Pei, Hua-Fu, Zhou, Wan-Huan. Experimental study on the pullout resistance of pressure-grouted soil nails in the field[J]. Canadian Geotechnical Journal, 2013, 50(7), 693-704.
Authors:
Hong, Cheng-Yu
;
Yin, Jian-Hua
;
Pei, Hua-Fu
;
Zhou, Wan-Huan
Favorite
|
TC[WOS]:
43
TC[Scopus]:
51
IF:
3.0
/
3.9
|
Submit date:2018/11/06
Soil Nail
Cement Grout Pressure
Apparent Coefficient Of Friction
Overburden Stress
Experimental Study on the Pullout Resistance of Pressure Grouted Soil Nails in the Field
Journal article
Hong, C.Y., Yin, J.H., Pei, H.F., Zhou, W.H.. Experimental Study on the Pullout Resistance of Pressure Grouted Soil Nails in the Field[J]. Canadian Geotechnical Journal, 2013, 693-704.
Authors:
Hong, C.Y.
;
Yin, J.H.
;
Pei, H.F.
;
Zhou, W.H.
Favorite
|
TC[WOS]:
43
TC[Scopus]:
51
|
Submit date:2022/08/20
Soil Nail
Cement Grout Pressure
Apparent Coefficient Of Friction
Overburden Stress.
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.
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface
Journal article
Yin J.-H., Hong C.-Y., Zhou W.-H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface[J]. International Journal of Geomechanics, 2012, 12(3), 309-317.
Authors:
Yin J.-H.
;
Hong C.-Y.
;
Zhou W.-H.
Favorite
|
TC[WOS]:
29
TC[Scopus]:
36
|
Submit date:2018/12/21
Dilation
Grouting Pressure
Maximum Shear Stress
Nail-soil Interface
Overburden Pressure
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface
Journal article
Yin, J.H., Hong, C.Y., Zhou, W.H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface[J]. International Journal of Geomechanics, ASCE, 2012, 309-317.
Authors:
Yin, J.H.
;
Hong, C.Y.
;
Zhou, W.H.
Favorite
|
TC[WOS]:
29
TC[Scopus]:
36
IF:
3.3
/
3.5
|
Submit date:2022/08/20
Dilation
Maximum Shear Stress
Nail-soil Interface
Grouting Pressure
Overburden Pressure.
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