Typical Failure Modes and Identification of Low-angled Stratofabric Rock Slope

DONG Hao-Gang, PENG Xuan-Ming, CHEN Zhou-Feng, LIU Guang-Ning, HUO Zhi-Tao

Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (8) : 36-40.

PDF(2074 KB)
PDF(2074 KB)
Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (8) : 36-40.
.

Typical Failure Modes and Identification of Low-angled Stratofabric Rock Slope

  •  DONG  Hao-Gang, PENG  Xuan-Ming, CHEN  Zhou-Feng, LIU  Guang-Ning, HUO  Zhi-Tao
Author information +
History +

Abstract

Stratified high slope with gently inclined bedding is one of the typical bank structures in Three Gorges Reservoir . The main controlling factors of embankment slope stability are engineering geological petrofabric and rock property. An investigation was carried out at 100 high slopes from Yunyang to Jiangjin in Chongqing . To the stratified slopes with gently inclined bedding ,the findings show that there are four failure typical modes in high slopes. They are surface weathering mode, sliding mode under pressure-shear, falling mode of tension-shear and falling mode under tension. According to control theory of rock fissure and in combination with typical modes, the features of each category have been described. In view of the section outline of cliff or steep slope, the features of main control structural plane, the number of dominant plane, joint density, and lithology, the authors found macro-criteria to identify perilous rock in the field. These macro-criteria are checked with 100 modes from Yunyang to Jiangjin and are closely coincident with the real modes.

Cite this article

Download Citations
DONG Hao-Gang, PENG Xuan-Ming, CHEN Zhou-Feng, LIU Guang-Ning, HUO Zhi-Tao. Typical Failure Modes and Identification of Low-angled Stratofabric Rock Slope[J]. Journal of Changjiang River Scientific Research Institute. 2009, 26(8): 36-40
PDF(2074 KB)

Accesses

Citation

Detail

Sections
Recommended

/