Slow-to-fast transition of giant creeping rockslides modulated by undrained loading in basal shear zones

被引:86
作者
Agliardi, Federico [1 ]
Scuderi, Marco M. [2 ]
Fusi, Nicoletta [1 ]
Collettini, Cristiano [2 ,3 ]
机构
[1] Univ Milano Bicocca, Dept Earth & Environm Sci, Piazza Sci 4, I-20126 Milan, Italy
[2] Univ Roma La Sapienza, Dept Earth Sci, Piazzale Aldo Moro 5, I-00185 Rome, Italy
[3] Ist Nazl Geofis & Vulcanol INGV, Via Vigna Murata 605, I-00143 Rome, Italy
关键词
PORE-PRESSURE FEEDBACK; PROGRESSIVE FAILURE; LANDSLIDE; FRICTION; EVOLUTION; APPARATUS; STRENGTH; TESTS; LAWS;
D O I
10.1038/s41467-020-15093-3
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Giant rockslides are widespread and sensitive to hydrological forcing, especially in climate change scenarios. They creep slowly for centuries and then can fail catastrophically posing major threats to society. However, the mechanisms regulating the slow-to-fast transition toward their catastrophic collapse remain elusive. We couple laboratory experiments on natural rockslide shear zone material and in situ observations to provide a scale-independent demonstration that short-term pore fluid pressure variations originate a full spectrum of creep styles, modulated by slip-induced undrained conditions. Shear zones respond to pore pressure increments by impulsive acceleration and dilatancy, causing spontaneous deceleration followed by sustained steady-rate creep. Increasing pore pressure results in high creep rates and eventual collapse. Laboratory experiments quantitatively capture the in situ behavior of giant rockslides and lay physically-based foundations to understand the collapse of giant rockslides.
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页数:11
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