Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)

• Published in: Engineering geology Vol. 295; p. 106455
• Main Authors: Cui, Shenghua, Pei, Xiangjun, Jiang, Yao, Wang, Gonghui, Fan, Xuanmei, Yang, Qingwen, Huang, Runqiu
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 20-12-2021
• Subjects: Coseismic landslide; Daguangbao landslide; Initiation mechanism; Ring-shear test; Wenchuan earthquake; Initiation mechanism; Coseismic landslide; Daguangbao landslide; Wenchuan earthquake; Ring-shear test
• ISSN: 0013-7952; 1872-6917
• DOI: 10.1016/j.enggeo.2021.106455

The Daguangbao landslide was the most catastrophic mass movement triggered by the 2008 Wenchuan earthquake with a magnitude scale of Ms. 8.0. The landslide, which was 4.6 km long and 3.7 km wide, had a volume of approximately 1.2 × 109 m3. Since its occurrence, many assumptions regarding its initiation and movement mechanisms have been made; however, the mechanisms remain unclear. Our recent field evidence suggested that the Daguangbao landslide occurred along a saturated fault parallel to the bedding in the Paleozoic carbonate strata. We therefore examined whether the shear behavior of the fault material could have favored the initiation and movement of the Daguangbao landslide. First, we performed monotonic and cyclic loading tests on samples taken from the bedding fault breccia using ring-shear apparatus. We then conducted Newmark displacement analysis to examine the initiation and motion of the landslide. The laboratory results showed that the carbonate fault breccia on the sliding layer of the landslide has a high liquefaction potential and the friction coefficient at its steady-state under undrained condition could be as small as 0.04. We also found that with increase of shear displacement, the friction coefficients can at first exponentially increase to the peak-failure value and then exponentially decrease to the steady-state value. These relationships between the friction and shear displacements were incorporated in the Newmark analysis of landslide initiation and motion. The numerical calculation results showed that the landslide occurred 36 s after the 2008 Wenchuan earthquake origin time (at its hypocenter), and the landslide mass, with a speed of 94 m/s, collided with a riverbank in the 76th second. We infer that, in addition to the strong seismic force, pore-water pressure built up within the bedding fault during the seismic shaking, enhancing the instability of the Daguangbao slope, and a further increase of pore-water pressure with progress of sliding elevated the mobility of the landslide.
•Displacement-dependent sliding strengthening and weakening friction laws are obtained based on ring shear tests•Initiation mechanism of the Daguangbao landslide is proposed based on Newmark displacement analysis•Buildup of high pore-water pressure within the sliding surface enhanced the initiation and mobility of the Daguangbao landslide