Browsing by Author "Huang, Wen-Chao"

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Deformation behaviors of dip slopes considering the scale effect and their geological properties
(1970-01-01)
Huang, Wen-Chao
;
Li, Kun-Che
;
Hsieh, Jheng-Yu
;
Weng, Meng-Chia
;
Hung, Wen-Yi
To clarify the scale effect of slope deformation, this study investigates the behaviors of dip slopes with various heights and geological properties using centrifuge and numerical modeling. Three types of physical and numerical models with different rock layer thicknesses and weak plane angles were constructed for analysis and validation. The models were subject to toe submersion to simulate the wetting deterioration condition. Based on the analysis results, the deformation, sliding, and debris accumulation of small slopes (a few meters high) may be insignificant. However, the deformation behaviors of higher slopes with the same angle (with a height of tens to a hundred meters) can be more severe and affect the whole slope, especially if the slope has a high weak plane angle with alternating thin rock layers. Some early warning signs, such as bulging-induced tension cracks close to the toe or the relative sliding of layers at the slope surface or crest, can produce more massive landslides or debris accumulation of the dip slopes, especially for high slopes.
Spatial characteristics of rock joint profile roughness and mechanical behavior of a randomly generated rock joint
(2018-11-01)
Le, Hoang Khanh
;
Huang, Wen-Chao
;
Liao, Ming-Che
;
Weng, Meng-Chia
;
土木工程學系
Barton's formula is one of the most widely used equations for estimating the shear strength of rock joints. The Joint Roughness Coefficient (JRC) in the equation is a crucial parameter of the shear strength because it controls the roughness of the profile. To explore the spatial characteristics of the roughness of a rock joint profile, a total of 86 actual rock joint profiles were collected from published researches and digitalized. The Profile Height Variation (PHV) for each profile group was analyzed statistically. The standard deviation of the PHV was found to depend strongly on the JRC value. This correlation of the standard deviation of the PHV with the JRC can be used easily to estimate the JRC of a given joint profile. Owing to the above statistical features of the PHV, any random profile with a given JRC can be generated for further analysis. Therefore, Direct Shear (DS) tests were simulated for two joint profiles (a randomly generated profile with JRC = 19.6 and Barton's standard profile with JRC 18-20) using the Discrete Element Method (DEM). The simulation results revealed that both of the joint profiles have similar joint shear strengths, indicating that the randomly generated JRC profile can function as a good artificial profile in an engineering simulation. Finally, DEM simulation also indicated that the shear strength of rock joints originates from the roughness of the joints, and shearing-off of the joints occurs at a normal stress larger than 4 MPa.