2017
DOI: 10.1002/2016gl071560
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Bounds on the calving cliff height of marine terminating glaciers

Abstract: Increased calving and rapid retreat of glaciers can contribute significantly to sea level rise, but the processes controlling glacier retreat remain poorly understood. We seek to improve our understanding of calving by investigating the stress field controlling tensile and shear failure using a 2‐D full‐Stokes finite element model. Using idealized rectangular geometries, we find that when rapidly sliding glaciers thin to near buoyancy, full thickness tensile failure occurs, similar to observations motivating h… Show more

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Cited by 31 publications
(46 citation statements)
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“…We can contrast this with the shear failure model of Bassis and Walker (2011) (see also Jacobs, 2013, andMa et al, 2017). The CD model requires d w > 0 and predicts calving for any h below the value given by Eq.…”
Section: Calving Modelmentioning
confidence: 95%
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“…We can contrast this with the shear failure model of Bassis and Walker (2011) (see also Jacobs, 2013, andMa et al, 2017). The CD model requires d w > 0 and predicts calving for any h below the value given by Eq.…”
Section: Calving Modelmentioning
confidence: 95%
“…In addition, the stress fields considered by Weertman (1973Weertman ( , 1980, van der Veen (1998a, b) and Nick et al (2010) are relatively simple and apply only at distances significantly greater than a single ice thickness from the calving front. In the calving of shorter, taller icebergs, torques near the calving front (Hanson and Hooke, 2000;Ma et al, 2017) may allow calving when purely extensional stresses experienced further upstream do not.…”
Section: Calving Modelmentioning
confidence: 99%
“…As described in Ma et al (), the full Stokes system we are solving can be represented as the conservation of linear momentum in both x and z directions and the incompressibility of glacier ice: τxxx+τxzz=px, τxzx+τzzz=pz+ρig, ux+wz=0. …”
Section: Model Descriptionmentioning
confidence: 99%
“…In the section above we have focused on the deviatoric stress. However, the failure criteria are based on the Cauchy stress and we examine both tensile and shear stresses (Ma et al, ). The relationship between Cauchy stress σ and deviatoric stress τ is simple: σij=τijpδij where p is the pressure and δ ij is the Kronecker delta.…”
Section: Model Descriptionmentioning
confidence: 99%
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