Large deformation analysis in geohazards and geotechnics

Zhen-yu YIN, Guest Editor-in-Chief Yin-fu JIN, Xue ZHANG, Guest Editors

Large deformation analysis in geohazards and geotechnics

Zhen-yu YIN1, Guest Editor-in-Chief Yin-fu JIN1, Xue ZHANG2, Guest Editors

Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong, China Department of Civil Engineering and Industrial Design, University of Liverpool, Liverpool, L69 7ZX, UK E-mail: zhenyu.yin@polyu.edu.hk; yinfu.jin9019@gmail.com; xue.zhang2@liverpool.ac.uk

For geohazards and geotechnics, numerous problems involve large deformation, such as the installation of foundations (Jin YFet al., 2018a), landslides (Jin YFet al., 2020b), debris ?ow (Daiet al., 2017), collapse of underground structures (Zhanget al., 2019), and the formation of sinkholes (Barandiarán Villegas, 2018). Bene?tting from the sustained development of computing power, numerical simulations have become useful analytical methods in geomechanics and related ?elds.

Among those numerical methods, the finite element method (FEM) features prominently in engineering practice (Rao, 2017). For conventional FEM, however, excessive deformation may result in mesh distortion with numerical inaccuracy, even to the point of making calculation impossible. To solve this issue and enable application to large deformation analysis, different numerical approaches have been successfully developed. These approaches can be generally classified into three categories: discontinuous, continuous, and coupled continuous– discontinuous (Zhang, 2014). One of the most popular discontinuous approaches is discrete element method (DEM) (Cundall and Strack, 1979; Calvetti, 2008). Practical applications of this kind of method are limited by their high computational cost, although their robustness and potential have been demonstrated in academic exercises. Continuous approaches can be sub-divided into three groups: (1) mesh-based methods, such as the arbitrary Lagrangian–Eulerian (ALE) (Belytschkoet al., 2013) and the remeshing and interpolation technique with small strain (RITSS) (Hu and Randolph, 1998); (2) mesh-free particle methods, such as the smoothed particle hydrodynamics (SPH) method (Lucy, 1977), element-free Galerkin (EFG) method (Belytschkoet al., 1994), and reproducing kernel particle method (RKPM) (Chenet al., 1996); (3) mesh-based particle methods, such as the material point method (MPM) (Harlow, 1964) and particle finite element method (PFEM) (O?ateet al., 2004; Zhanget al., 2013) and its variants-strain smoothed PFEM (Zhang et al., 2018; Yuan et al., 2019; Jin YF et al., 2020a, 2020b, 2021a, 2021b; Guo and Yang, 2021; Meng et al., 2021). The coupled Eulerian–Lagrangian (CEL) is another mesh-based method (Qiuet al., 2011; Hamannet al., 2015), similar to MPM, and requires a background mesh. The third category of methods used for large deformation analysis, the coupled continuous–discontinuous approach, includes finite difference method (FDM)-DEM (Yinet al., 2020), PFEM-DEM (Guoet al., 2021), and MPM-DEM (Liang and Zhao, 2019). Significant developments have been made in this field, which has attracted more attention in recent years due to consideration of the physics of geomaterials.

This special issue contains original research articles on the application of numerical methods to large deformation analysis of geohazards and geotechnics. Focal points of the issue include innovative uses of: (1) mesh-based methods, (2) mesh-free particle methods, (3) mesh-based particle methods, (4) discontinuous numerical methods, and finally (5) practical applications of the above techniques, e.g. case studies and benchmarking exercises.

We invited prestigious scientists in the field to share their expertise and perspectives. The collected articles cover the various topics mentioned, and are briefly introduced as follows.

Shan et al. (2021) implemented a damping layer and dashpot absorbing boundary conditions (ABCs) into the MPM with slight adjustments. The feasibility of the ABCs was assessed through benchmark problems of 1D compression, submarine landslides impacting mudmat, and dynamic penetration of a pipeline. Velocity fluctuations induced by elastic wave propagation and the impact force fluctuations on structures were investigated at specific observation points. Based on accurate derivations of wave equations, the dashpot ABC was found to be more feasible than the damping layer ABC for free surfaces with a complex kinematic field. The impact forces predicted by the MPM with ABCs were verified by comparison with those estimated using a computational fluid dynamics approach.

Jin Z et al. (2021) proposed a novel numerical approach to study soil collapse involving large deformation. The approach combined a recently developed critical state-based sand model SIMSAND for describing complex sand mechanical behaviors (Jin YF et al., 2016, 2018a, 2018b, 2019), and the SPH method for dealing with large deformation. To demonstrate the high efficiency and accuracy of the proposed approach, a series of column collapses using DEM and considering the influence of particle shapes (i.e. spherical shape (SS), tetrahedral shape (TS), and elongated shape (ES)) were adopted as benchmarks and simulated by the proposed method. Compared with the results of DEM simulations and reference solutions derived by published collapse experiments, the runout distance and final height of specimens with different particle shapes simulated by SPH-SIMSAND were well characterized and incurred a lower computational cost. Comparisons showed that the novel SPH-SIMSAND approach is highly efficient and accurate for simulating collapse, and can be a useful numerical analytical tool for real scale engineering problems.

Zheng et al. (2021) adopted the CEL modelling technique to investigate the influence of a failed tunnel (FT) on an adjacent tunnel, termed an “influenced tunnel” (IT). The safety of the IT was analyzed in detail under different circumstances, such as different failure positions of the FT, different failure degrees of the FT, and different spatial relationships between the two tunnels. The simulation results indicated that the most adverse case may occur when the two tunnels are arranged as offsets, and when the IT is the upper tunnel. Under these circumstances, significant shear deformation may occur in the IT because it is located at the shear band of the FT.

Qu et al. (2021) investigated the effects of the cross-correlation between cohesion and the friction angle on the probability of slope failure and post- failure behavior (e.g. run-out distance, influence distance, and influence zone) using a random MPM. The study showed that the mesh size, strength reduction shape factor parameter, and residual strength all play critical roles in the calculated post-failure behavior of a slope. A stochastic Monte Carlo simulation was used to study the effects of cross-correlation between cohesion and the friction angle on the probability of slope failure, and its run-out distance, influence distance, influence zone, and sliding volume. The study showed that the MPM has great advantages compared with the FEM in handling large deformations.

Yuan et al. (2021) presented a quasi-static implicit generalized interpolation material point method (iGIMP) with B-bar approach for large deformation geotechnical problems. The iGIMP algorithm is an extension of the implicit material point method (iMPM). A global stiffness matrix was formed explicitly and the Newton-Raphson iterative method was used to solve the equilibrium equations. The generalized interpolation function was assigned to eliminate the inherent cell crossing noise within conventional MPM. For the first time, the B-bar approach was used to overcome volumetric locking in the standard GIMP method for near-incompressible non-linear geomechanics. The proposed iGIMP was tested and compared with iMPM and analytical solutions via a 1D column compression problem. Results highlighted the superiority of the iGIMP approach in reducing stress oscillations, thereby improving computational accuracy. Then, elasto-plastic slope stabilities and rigid footing problems were considered, to further illustrate the ability of the proposed method to overcome volumetric locking due to incompressibility. Results showed that the proposed iGIMP with B-bar approach can be used to simulate geotechnical problems with large deformations.

Zhang et al. (2021) explored the failure mode of the interface layer under uniform corrosion, and the influence of different factors on the corrosion expansion cracking and shedding mode of a concrete cover. This was achieved by establishing a three-phase meso-scale model of concrete based on secondary development of ABAQUS, simulating the mechanical behavior of the interface transition zone (ITZ) using a cohesive element, and establishing a rust expansion cracking model for single and multiple rebars. The results showed that: (1) Under uniform rust expansion, concrete cracks are distributed in a cross pattern with a slightly shorter lower limb. (2) When the corrosion rate is low, the ITZ is not damaged; with an increase in the corrosion rate, the proportion of elements with tensile damage in the ITZ first increases and then decreases. (3) In the case of a single rebar, the larger the cover thickness, the higher the corrosion rate corresponding to ITZ failure, and the arrangement of the rebar has little influence on the ITZ failure mode. (4) In the case of multiple rebars, the concrete cover cracks when the rebar spacing is small, and wedge-shaped spalling occurs when the spacing is large.

We believe that this special issue provided a valuable platform for researchers and engineers to present and discuss recent developments in large deformation analysis in geotechnical engineering. The interdisciplinary connections between advanced numerical methods and geotechnics were well highlighted and expressed by the selected publications. We sincerely hope the new and advanced methods shared in this special issue will improve the understanding of approaches and strategies related to large deformation analysis, and promote the application of new methods in the field of geotechnical engineering. We expect the selected articles will promote discussion among scientific researchers, and inspire and inform readers of this journal.

Contributors

Zhen-yu YIN conceived and edited the draft of manuscript. Yin-fu JIN conducted the literature review and wrote the first draft of the manuscript. Xue ZHANG edited the draft of manuscript.

Conflict of interest

Zhen-yu YIN, Yin-fu JIN, and Xue ZHANG declare that they have no conflict of interest.

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Dr. Zhen-yu YIN has been an Editorial Board Member ofsince 2019.

Dr. Zhen-yu YIN has been an Associate Professor of Geotechnical Engineering at The Hong Kong Polytechnic University (China) since 2018. Dr. YIN received his BEng in Civil Engineering from Zhejiang University (China) in 1997, followed by a 5-year engineering consultancy at the Zhejiang Jiahua Architecture Design Institute (China). Then, he obtained his MSc and PhD in Geotechnical Engineering at Ecole Centrale de Nantes (France) in 2003 and 2006, respectively. Dr. YIN worked at Helsinki University of Technology (Finland), the University of Strathclyde (UK), University of Massachusetts (USA), Shanghai Jiao Tong University (China), Tongji University (China), and Ecole Centrale de Nantes before moving to Hong Kong. Dr. YIN has published over 220 articles in peer reviewed international journals with an-index of Web of Science of 43.

Dr. Yin-fu JIN,

Postdoctoral fellow

Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China

E-mail: yinfu.jin9019@gmail.com

Dr. Xue ZHANG,

PhD Lecturer

Department of Civil Engineering and Industrial Design, University of Liverpool, Liverpool, UK

E-mail: xue.zhang2@liverpool.ac.uk

https://doi.org/10.1631/jzus.A21LDGG1

*Project supported by the Research Impact Fund (RIF) Project of Hong Kong Special Administrative Region Government of China (No. R5037-18)

? Zhejiang University Press 2021