2018
DOI: 10.1007/s11709-018-0467-5
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A three-dimensional two-level gradient smoothing meshfree method for rainfall induced landslide simulations

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Cited by 19 publications
(9 citation statements)
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“…Cremonesi et al (2017) presents a Lagrangian finite element (FE) technique with a basal slip model used for three-dimensional simulations of landslides. In contrast to the standard FE method for elastoplastic flows (Crosta et al 2003), different alternatives have been developed in order to overcome the otherwise unfeasible computational effort, such as depth averaging (Quecedo et al 2004) for landslides in which the depth is much smaller than the length, or mesh-free methods (Wang et al 2019) for large deformation modeling.…”
Section: Landslidesmentioning
confidence: 99%
“…Cremonesi et al (2017) presents a Lagrangian finite element (FE) technique with a basal slip model used for three-dimensional simulations of landslides. In contrast to the standard FE method for elastoplastic flows (Crosta et al 2003), different alternatives have been developed in order to overcome the otherwise unfeasible computational effort, such as depth averaging (Quecedo et al 2004) for landslides in which the depth is much smaller than the length, or mesh-free methods (Wang et al 2019) for large deformation modeling.…”
Section: Landslidesmentioning
confidence: 99%
“…Some scholars have done a lot of meaningful work. For example, Wang introduced a meshfree method for simulating rainfall-induced landslides, which employs a two-level gradient smoothing approach in a three-dimensional setting (Wang et al, 2014(Wang et al, , 2019. Guan proposed a meshfree Semi-Lagrangian reproducing kernel (RK) formulation to simulate earth-moving operations (Guan et al, 2009).…”
Section: Introductionmentioning
confidence: 99%
“…Based upon SCNI, Wang et al. (2011, 2014, 2019) developed a three dimensional two-level gradient smoothing large deformation Lagrangian meshfree framework for rainfall induced slope failure simulation. To more effectively deal with the extreme deformation in geomaterials, the semi-Lagrangian meshfree formulation has been elaborated by Guan et al.…”
Section: Introductionmentioning
confidence: 99%
“…As mentioned earlier, although the strength of the particle-based meshfree methods in modeling large deformation damage and failure problems has been extensively demonstrated (Baek et al., 2022; Chen et al., 1996; Jiang et al., 2022; Wang et al., 2019; Wu et al., 2016), the relatively low computational efficiency actually prevents their practical applications. The aim of this work is to develop an encoder-decoder model with embedded attention-mechanism to enable an efficient meshfree prediction of large deformation slope failure.…”
Section: Introductionmentioning
confidence: 99%
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