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Effect of Nanoscale Zero-Valent Iron (nZVI) on Deformation Behaviour of Lead-Contaminated Soil Conference paper
Chen Y.Z., Zhou W.H., Liu F.M., Yi S.. Effect of Nanoscale Zero-Valent Iron (nZVI) on Deformation Behaviour of Lead-Contaminated Soil[C], 2019.
Authors:  Chen Y.Z.;  Zhou W.H.;  Liu F.M.;  Yi S.
Favorite |  | Submit date：2022/08/22
Partially drained response of cohesive soils subjected to cyclic loading Conference paper
N.M. Wride, X-Y. Geng, W.H. Zhou, Y-J. Cui. Partially drained response of cohesive soils subjected to cyclic loading[C], 2019.
Authors:  N.M. Wride;  X-Y. Geng;  W.H. Zhou;  Y-J. Cui
Favorite | TC[Scopus]:0 | Submit date：2022/05/23
Cyclic Loading  Cyclic Stress Ratio  Frequency  Partial Drainage  Triaxial Test  
Uncertainty analysis of slope stability considering geological heterogeneity Book chapter
出自: Landslides and Engineered Slopes. Experience, Theory and Practice:CRC Press, 2018
Authors:  Qi X.H.;  Zhou W.H.;  Li D.Q.
Favorite |  | Submit date：2022/08/22
Spatial Variation of Soil Suction and Radiant Energy Around a Tree Vicinity in an Urban Green Infrastructure Conference paper
He S.Y., Zhou W.H., Garg A.. Spatial Variation of Soil Suction and Radiant Energy Around a Tree Vicinity in an Urban Green Infrastructure[C], 2018, 665-675.
Authors:  He S.Y.;  Zhou W.H.;  Garg A.
Favorite |  | Submit date：2022/08/22
Soil Suction  Plant Roots  Meteorological Parameters  Drying-wetting Cycle  
Uncertainty analysis of slope stability considering geological heterogeneity Conference paper
Qi X.H., Zhou W.H., Li D.Q.. Uncertainty analysis of slope stability considering geological heterogeneity[C], 2016, 1685-1693.
Authors:  Qi X.H.;  Zhou W.H.;  Li D.Q.
Favorite |  | Submit date：2018/12/21
Application of optical fiber sensor technologies for monitoring the performance of soil nail bars embedded in concrete Conference paper
Zhang Y.F., Hong C.Y., Zhou W.H.. Application of optical fiber sensor technologies for monitoring the performance of soil nail bars embedded in concrete[C], 2015.
Authors:  Zhang Y.F.;  Hong C.Y.;  Zhou W.H.
Favorite |  | Submit date：2018/12/21
Unconfined compression strength of unsaturated completely decomposed granite soil with different clay mixing ratios Conference paper
Zhou W.H., Xu X.. Unconfined compression strength of unsaturated completely decomposed granite soil with different clay mixing ratios[C], 2015, 1341-1346.
Authors:  Zhou W.H.;  Xu X.
Favorite | TC[WOS]:1 TC[Scopus]:3 | Submit date：2018/12/21
Analytical study on the consolidation of soft soil under vacuum preloading combined with fill surcharge Conference paper
Zhou W.H., Li X.B., Hong C.Y.. Analytical study on the consolidation of soft soil under vacuum preloading combined with fill surcharge[C], 2015, 1179-1183.
Authors:  Zhou W.H.;  Li X.B.;  Hong C.Y.
Favorite | TC[WOS]:0 TC[Scopus]:0 | Submit date：2018/12/21
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.  
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.