An Empirical Power Density‐Based Friction Law and Its Implications for Coherent Landslide Mobility. Issue 11 (2nd June 2020)
- Record Type:
- Journal Article
- Title:
- An Empirical Power Density‐Based Friction Law and Its Implications for Coherent Landslide Mobility. Issue 11 (2nd June 2020)
- Main Title:
- An Empirical Power Density‐Based Friction Law and Its Implications for Coherent Landslide Mobility
- Authors:
- Deng, Yu
Yan, Shuaixing
Scaringi, Gianvito
Liu, Wei
He, Siming - Abstract:
- Abstract: The evolution of the shear resistance at the base of a coherent landslide body can effectively control its dynamic behavior. High‐velocity rotary shear experiments have allowed scientists to explore stress‐strain conditions close to those found in large landslides and faults. These experiments have led to two alternative models being proposed, which describe the evolution of the shear resistance through friction laws that depend either on normal stress or on velocity. Here, we discuss an integrated approach, first proposed to study seismic fault behavior, that reconciles these two models under a single parameter—the power density—which we utilize for the first time to investigate landslide dynamics. Using thermodynamic and process‐based considerations, different soil and rock types can be related to different weakening mechanisms, which in turn can determine different landslide behaviors. Plain Language Summary: In coherent landslides, the shape and structure of the unstable soil or rock mass remains intact while it slides down. Large coherent landslides are relatively uncommon, yet they are of great concern because of their destructive power. The friction at the base of the unstable mass is a fundamental parameter that controls the movement of landslides. It can be estimated through laboratory experiments and is often assumed as a constant value. However, this assumption does not always hold, especially for large and fast‐moving landslides, where friction changesAbstract: The evolution of the shear resistance at the base of a coherent landslide body can effectively control its dynamic behavior. High‐velocity rotary shear experiments have allowed scientists to explore stress‐strain conditions close to those found in large landslides and faults. These experiments have led to two alternative models being proposed, which describe the evolution of the shear resistance through friction laws that depend either on normal stress or on velocity. Here, we discuss an integrated approach, first proposed to study seismic fault behavior, that reconciles these two models under a single parameter—the power density—which we utilize for the first time to investigate landslide dynamics. Using thermodynamic and process‐based considerations, different soil and rock types can be related to different weakening mechanisms, which in turn can determine different landslide behaviors. Plain Language Summary: In coherent landslides, the shape and structure of the unstable soil or rock mass remains intact while it slides down. Large coherent landslides are relatively uncommon, yet they are of great concern because of their destructive power. The friction at the base of the unstable mass is a fundamental parameter that controls the movement of landslides. It can be estimated through laboratory experiments and is often assumed as a constant value. However, this assumption does not always hold, especially for large and fast‐moving landslides, where friction changes through time, or according to the velocity and thickness of the sliding mass. The dynamic stresses in large coherent landslides and seismic faults are somewhat similar. Geophysicists have proposed the concept of power density to explain the behavior of faults. Here, for the first time, we apply this concept to landslides. We analyze data from 280 published experiments on soils and rocks, showing how the power density correlates with friction for various minerals. By discussing the mechanical and thermodynamic processes that are involved, we provide a framework to link the behavior of coherent landslides to physicochemical parameters using the power density concept. Key Points: A power density‐dependent friction law can be used to describe the runout of coherent landslides Different minerals are associated with different frictional weakening mechanisms, likely determining different landslide dynamics The rate of frictional weakening seems sample size dependent: Much faster weakening may occur in landslides than in the laboratory … (more)
- Is Part Of:
- Geophysical research letters. Volume 47:Issue 11(2020)
- Journal:
- Geophysical research letters
- Issue:
- Volume 47:Issue 11(2020)
- Issue Display:
- Volume 47, Issue 11 (2020)
- Year:
- 2020
- Volume:
- 47
- Issue:
- 11
- Issue Sort Value:
- 2020-0047-0011-0000
- Page Start:
- n/a
- Page End:
- n/a
- Publication Date:
- 2020-06-02
- Subjects:
- coherent landslide -- power density -- friction law -- frictional weakening -- landslide mobility
Geophysics -- Periodicals
Planets -- Periodicals
Lunar geology -- Periodicals
550 - Journal URLs:
- http://www.agu.org/journals/gl/ ↗
http://onlinelibrary.wiley.com/ ↗ - DOI:
- 10.1029/2020GL087581 ↗
- Languages:
- English
- ISSNs:
- 0094-8276
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4156.900000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 20469.xml