Glassy dynamics of landscape evolution

被引:39
|
作者
Ferdowsi, Behrooz [1 ,2 ]
Ortiz, Carlos P. [1 ,3 ]
Jerolmack, Douglas J. [1 ]
机构
[1] Univ Penn, Dept Earth & Environm Sci, Philadelphia, PA 19104 USA
[2] Princeton Univ, Dept Geosci, Princeton, NJ 08544 USA
[3] Univ Penn, Dept Phys & Astron, Philadelphia, PA 19104 USA
基金
美国国家科学基金会;
关键词
granular flow; creep; landscape evolution; dynamical phase transition; DENSE GRANULAR FLOWS; ROUGH INCLINED PLANE; SEDIMENT TRANSPORT; FRICTION LAW; LANDSLIDES; RHEOLOGY; MOTION; CREEP; DENUDATION; TRANSITION;
D O I
10.1073/pnas.1715250115
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
Soil creeps imperceptibly downhill, but also fails catastrophically to create landslides. Despite the importance of these processes as hazards and in sculpting landscapes, there is no agreed-upon model that captures the full range of behavior. Here we examine the granular origins of hillslope soil transport by discrete element method simulations and reanalysis of measurements in natural landscapes. We find creep for slopes below a critical gradient, where average particle velocity (sediment flux) increases exponentially with friction coefficient (gradient). At critical gradient there is a continuous transition to a dense-granular flow rheology. Slow earthflows and landslides thus exhibit glassy dynamics characteristic of a wide range of disordered materials; they are described by a two-phase flux equation that emerges from grainscale friction alone. This glassy model reproduces topographic profiles of natural hillslopes, showing its promise for predicting hillslope evolution over geologic timescales.
引用
收藏
页码:4827 / 4832
页数:6
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