Auteur Yin, Jian-Hua
Documents disponibles écrits par cet auteur (8)
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Cheng-Yu Hong, Auteur ; Yin, Jian-Hua, Auteur ; Wan-Huan Zhou, Auteur |During the past few decades, soil nailing has been widely used for stabilizing slopes and excavations. The nail-soil interface shear resistance in the passive zone of a slope or excavation is a critical parameter in design. In this paper, an ana[...]
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Md. Akhtar Hossain, Auteur ; Yin, Jian-Hua, Auteur |A series of single-staged consolidated drained direct shear tests are carried out on recompacted completely decomposed granite (CDG) soil—a typical residual soil in Hong Kong, under different matric suctions and net normal stresses. Matric sucti[...]
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Hong-Hu Zhu, Auteur ; Yin, Jian-Hua, Auteur ; Albert T. Yeung, Auteur |Glass fiber–reinforced polymer (GFRP) materials provide practical solutions to corrosion and site-maneuvering problems for civil infrastructures using conventional steel bars as reinforcements. In this study, the feasibility of using GFRP soil n[...]
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Yin, Jian-Hua, Auteur ; Wan-Huan Zhou, Auteur |Grouted soil nails are widely used in slope stabilization. The influence of both grouting pressure and overburden stress on the soil-nail pullout interface shear resistance is still not well understood due to the complex of soil-grout interactio[...]
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Md. Akhtar Hossain, Auteur ; Yin, Jian-Hua, Auteur |The strength of soil-nails depends on the behavior of the soil-cement grout interface at saturated and unsaturated conditions. Nowadays, pressure grouted soil-nails are considered to provide better interface strength than gravity grouted soil-na[...]
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The relative compaction (RC) parameter is commonly used for assessment of the degree of compaction of existing fill slopes and (or) for the design and construction of new fill slopes. This technical note presents the results of an experimental s[...]
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Chen, Jian, Auteur ; Yin, Jian-Hua, Auteur ; Lee, C. F. ; Victor N. Kaliakin, Éditeur scientifique |The traditional approach for assessing the stability of slopes is using limit equilibrium methods. Recently, many efforts have been made to utilize limit analysis methods based on the upper bound and lower bound limit theorems in plasticity. In [...]
Article : texte imprimé
Yang, Xiao-Li, Auteur ; Yin, Jian-Hua, Auteur ; Victor N. Kaliakin, Éditeur scientifique |A linear failure criterion is widely used in slope stability analyses. However, the strength envelope of almost all geomaterials has the nature of nonlinearity. This paper computes rigorous upper bounds on slope stability factors under the condi[...]
