... 2025 28 02 2026 Corresponding author D. Kong (deqiong_kong@zju.edu.cn) centrifuge modelling landslides excess pore pressure gravity flow sands Natural Science Foundation of Zhejiang Province LR23E090001 National Natural Science Foundation of China 52571309...

...G. Lei; D. Su; C. Li This study presents analytical solutions for head-anchored stabilising piles embedded in a two-layer landslide. The landslide consists of a sliding soil layer with either a constant or linearly increasing profile of limiting pile–soil contacting pressure, and a stable, stiffer...

... and the main design issues include the selection of the embedded length and the determination of the internal forces and deflections of the piles. landslides slopes stabilisation soil–structure interaction A pile of total length L with a constant flexural stiffness EJ...

... with different VBPs and FDs: (a) FD = 1; (b) FD = 2; (c) FD = 3; (d) FD = 4 13 02 2023 26 07 2023 Emerald Publishing Limited: All rights reserved 2023 finite element methods landslides slopes – stabilisation As defined by Medley (1994) , the term block-in-matrix rock...

... unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. landslides numerical modelling shear strength Deformation processes of the slopes are usually categorised into four distinct phases (Leroueil, 2001): pre-failure, failure, post-failure...

... 5b R U = P u 2 m L 1 5c y 0 n = E S 2 m L 1 y 0 08 08 2019 29 12 2019 30 12 2019 ICE Publishing: all rights reserved 2020 design landslides piles & piling Passive piles can...

...E. Wolinsky; W. A. Take Landslides in loose saturated granular materials can experience significant deviatoric strain softening leading to static liquefaction and flow failure. This research study aimed at understanding the instability conditions leading to softening has been conducted under...

...F. Federico; C. Cesali A continuum model to predict the mobility of landslides is developed according to the formulation by Savage and Hutter as well as the main ‘microscopic aspects’ affecting the rapid sliding of granular masses. Conservation of mass and momentum equations, describing...

... Malan silty loess (30–50 m), clay (3–20 m), gravel (1–10 m) and bedrock. Details of the loess-related landslides in HFT is discussed by Peng et al. (2018) . The samples (Q₃ loess) were obtained at a depth of 20 m, with an initial void ratio of 0·86–0·89, a specific gravity of 2·69–2...

... on the results of the seepage analysis, limit equilibrium analyses were carried out for a 5 m and a 20 m deep landslide, confirming that also deep movements in clay slopes can be related to slope-atmosphere interaction. The characterisation of climatic variables aimed at identifying instability thresholds...

... cell is positioned at lower 1/3 of the barrier height 19 11 2017 10 04 2018 10 04 2018 ICE Publishing: all rights reserved 2018 centrifuge modelling landslides particle-scale behaviour 6 k B = 1 − μ B 2 π E B Boulders...

...C. E. Choi; Y. Cui; L. H. D. Liu; C. W. W. Ng; S. D. N. Lourenço Curved seawalls remain one of the most widely adopted coastal-protection measure. A curved face redirects flow momentum and prevents waves from overtopping. Likewise, the use of curvatures for landslide barriers merits investigation...

... with depth. Passive piles represent an efficient technique to stabilise landslides or to prevent their occurrence (De Beer & Wallays, 1970 ; Reese et al., 1992 ; Carder & Barker, 2005 ; Smethurst & Powrie, 2007 , among others). Despite the widespread applications...

... 10 2016 10 02 2017 11 02 2017 ICE Publishing: all rights reserved 2017 geophysics landslides model tests Geophysical flows comprise a wide range of particle sizes (Jakob et al., 2005) that vary spatially within the flow mass, by way of processes...

... grains to flow downstream into the slit structure. After each test, grains trapped upstream were removed from the flume and weighed to calculate the grain-trapping efficiency. 05 07 2016 14 09 2016 27 09 2016 ICE Publishing: all rights reserved 2016 landslides slopes...

...C. W. W. Ng; D. Song; C. E. Choi; R. C. H. Koo; J. S. H. Kwan Experimental investigations aimed at understanding the impact mechanism of debris-resisting flexible barriers have been hindered by limitations associated with small-scale modelling and poor temporal predictability of real landslide...

...: all rights reserved 2016 landslides numerical modelling statistical analysis MPM uses two types of discretisation: (a) a background mesh for computation, which is regularly reset to limit mesh distortions and (b) a set of material points representing the material, which store all state...

...F. Cotecchia; P. Lollino; R. Petti The paper reports the results of a research aiming at the definition of innovative strategies to mitigate the risk generated by deep landsliding due to the slope-atmosphere interaction. The aim stems from the recognition of the connection between the accelerations...

... S-V2-C50 Dry sand 0⋅002 50 3⋅55 3⋅75 14⋅0 12⋅62 25 9 2014 13 1 2015 ICE Publishing: all rights reserved 2015 laboratory tests landslides sands soil structure interaction water flow The analytical approach for predicting avalanche runup along a rigid...

... anchors. 15 06 2014 24 07 2014 01 10 2014 ICE Publishing: all rights reserved 2014 anchors gravels ground improvement landslides retaining walls soil nailing Figure 4 illustrates the influence of increasing the number of horizontal anchors from three to six...