BibTex format

@article{Summersgill and Kontoe:2016:10.1016/j.compgeo.2016.10.016,
author = {Summersgill and Kontoe, S and Potts, D},
doi = {10.1016/j.compgeo.2016.10.016},
journal = {Computers and Geotechnics},
pages = {187--200},
title = {On the use of nonlocal regularisation in slope stability problems},
url = {},
volume = {82},
year = {2016}

RIS format (EndNote, RefMan)

AB - The present study examines the use of nonlocal regularisation in a coupled consolidation problem of an excavated slope in a strain softening material. The considered boundary value problem allows for a thorough evaluation of the nonlocal regularisation approach, as it does not entail any kinematic restraint on the slip surface development. The examined nonlocal strain softening constitutive model requires the specification of one additional parameter, the defined length DL, which essentially modifies the rate of softening. In addition, the optional radius of influence parameter, RI, can be specified to reduce the number of local strains referenced in the nonlocal strain calculation and thus increase the efficiency of the analysis. The nonlocal strain softening constitutive model reduces significantly the mesh dependency of cut slope analyses for a range of mesh layouts and element sizes in comparison to the conventional local strain softening approach. The nonlocal analyses are not entirely mesh independent, but the predicted time to failure and horizontal displacement over time are much more consistent compared to analyses that employ the local strain softening constitutive model. Further investigation, computing the Factor of Safety of various mesh arrangements showed that for drained conditions the nonlocal regularisation eliminates the mesh dependence shown for the same analyses by the conventional local strain softening model. The impact of the two nonlocal parameters, DL and RI, on the numerical predictions is also parametrically examined. The parameter DL modifies the softening rate of the soil and therefore its selection should be based on simulating a realistic softening rate for the examined soil material. The RI parameter was found to reduce significantly the computational cost at the expense of affecting the development of the secondary slip surfaces. Overall though, the results and the critical slip surface were similar for all considered values of RI.
AU - Summersgill
AU - Kontoe,S
AU - Potts,D
DO - 10.1016/j.compgeo.2016.10.016
EP - 200
PY - 2016///
SN - 1873-7633
SP - 187
TI - On the use of nonlocal regularisation in slope stability problems
T2 - Computers and Geotechnics
UR -
UR -
VL - 82
ER -