Numerical Methods in Geotechnical Engineering 2014
DOI: 10.1201/b17017-75
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Recent advances in the application of discontinuity layout optimization to geotechnical limit analysis problems

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Cited by 8 publications
(8 citation statements)
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“…Computational time should, on the other hand, be considered as an important parameter. Some of the optimization methods draw attention as they contain new approaches that can be developed to broader applicability, among them we can cite DLO (discrete layout optimization) [2], topology optimization [14] and a technique combining Vanmarcke's spatial averaging with kinematic failure mechanisms [64]. Further studies can help when interpreting, in particular situations, the usefulness of each optimization method.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Computational time should, on the other hand, be considered as an important parameter. Some of the optimization methods draw attention as they contain new approaches that can be developed to broader applicability, among them we can cite DLO (discrete layout optimization) [2], topology optimization [14] and a technique combining Vanmarcke's spatial averaging with kinematic failure mechanisms [64]. Further studies can help when interpreting, in particular situations, the usefulness of each optimization method.…”
Section: Discussionmentioning
confidence: 99%
“…Smith et al [2] in a work on the use of discontinuity layout optimization (DLO) showed application of this technique as an alternative to traditional analysis techniques (Figure 1). The method coined DLO originates to a work by Smith and Gilbert [3] where it was applied to optimization of plane plasticity problems.…”
Section: Optimization Methods For Foundationsmentioning
confidence: 99%
“…The first application was focused on geotechnical issues and the analysis of masonry arches [12]. Further research, especially on geotechnical problems, was made, among others, by [13][14][15]. Ongoing research was also focused on the extension to three-dimensional geotechnical issues [16,17].…”
Section: Interaction Criteria Including Local Bucklingmentioning
confidence: 99%
“…Linear programming is also used in estimating the failure load of masonry made of rigid blocks considering non-associative friction [ 33 ]. The DLO has been subsequently applied to masonry wall [ 34 ], to retaining walls [ 35 ], in geotechnics [ 36 ], and to the yield-line method for slabs [ 37 ], and several examples of application to different civil engineering problems can be found in [ 38 ]. The computational efficiency of a discrete approach to layout optimization is shown in some recent papers [ 39 , 40 ].…”
Section: Introductionmentioning
confidence: 99%