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Frontiers of Discontinuous Numerical Methods and Practical Simulations in Engineering and Disaster Prevention
Proceedings of the 11th International Conference on Analysis of Discontinuous Deformation, Icadd11, Fukuoka, Japan, 27-29 August 20132189
Analysis of large deformation, rigid body movement and strain or stress for discontinuous materials is often required for project designs and plans in the fields of engineering and disaster prevention. Many numerical simulation and analysis methods have been developed for the requirement from science and technology people since 1970s. Among them, Discontinuous Deformation Analysis (DDA), Numerical Manifold Method (NMM), Key Block Theory (KB), Distinct/Discrete Element Methods (DEM), Moving Particles Semi-implicit Method (MPS) and Smoothed Particle Hydrodynamics Method (SPH) are typical effective methods and have drawn more and more attention of the researchers in many different fields. The discrete analysis is more natural than continuum analysis to handle geologic materials which we use as engineering materials. Advancement of computers and introduction of unique ideas helped us to develop many useful new numerical methods as listed above. Frontiers of Discontinuous Numerical Methods and Practical Simulations in Engineering and Disaster Prevention contains 14 keynote papers, 54 full papers and 4 extended abstracts presented at the 11th International Conference on Analysis of Discontinuous Deformation (ICADD-11, Fukuoka, Japan, 27-29 August 2013). The contributions cover the latest advances in all aspects of discontinuous numerical methods, from theory to practice, including new ideas and the latest developments. The main schemes are on DDA, NMM and KB following the tradition of the conference series. Meanwhile, DEM, MPS, SPH, Meshless Methods and some other numerical methods are also included. The book is a must-have for those academics and professionals interested in the state-of-the-art in technology and numerical methods related to the above mentioned methods.
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Keynote lecture Basic theory of two dimensional and three dimensional contacts G.-H. Shi Practical applications of DDA to disaster prevention G. Chen, L. Zheng & Y. Zhang Application of DDA and NMM to practical problems in recent insight Y. Ohnishi, T. Koyama, T. Sasaki, I. Hagiwara, S. Miki, T. Shimauchi & K. Nakamura Site response analysis with two-dimensional DDA Y.H. Hatzor, H. Bao & G. Yagoda-Biran Stochastic key block analysis of underground excavations G.W. Ma & G.Y. Fu A personal perspective on the Discontinuous Deformation Analysis J.-S. Lin DDA/NMM developments and applications in Nanyang Technological University, Singapore Z.Y. Zhao, X.M. An & Y.X. Zhou Next generation discontinuous rock mass models: 3-D and rock-fluid interaction R.G. Mikola & N. Sitar Mesh independence test of numerical manifold method in treating strong singularity D.D. Xu & H. Zheng HOSS: An integrated platform for discontinua simulations A. Munjiza, E. Rougier, E.E. Knight & Z. Lei The DDD method based on combination of RFPA and DDA C.A. Tang & H.Y. Lu Advanced particle methods for accurate and stable computation of fluid flows H. Gotoh Interaction analysis of 3D multiphase fluids and deformable bodies C.-Y. Wang, C.-J. Huang, C.-R. Chu, T.-R. Wu & M.-H. Chuang Study on transmission of elastic waves through jointed rocks using numerical simulations T.G. Sitharam & R. Sebastian Discontinuous deformation analysis and practical applications Design and implementation of software architecture for DDA X.L. Cheng, Q.H. Miao, Y. Wang & J. Xiao Detailed investigation of near-fault earthquake loading induced displacement of sliding system by the Discontinuous Deformation Analysis (DDA) Y. Zhang, G. Chen, L. Zheng & J. Wu Rock mass stability analysis based on contact mode using DDA L. Zheng, G. Chen, Y. Zhang, Y. Li & H. Zhang Development of a model for simulating hydraulic fracturing with DDA Y.X. Ben, Y. Wang & G.-H. Shi Thermally vs. seismically induced block displacements in rock slopes D. Bakun-Mazor & Y.H. Hatzor Improvement of Open-Close Iteration in DDA J.H. Wu & H.M. Lin Examination about the predictive precision of the rockfall behavior by the numerical simulation G.C. Ma, H. Matsuyama, S. Nishiyama & Y. Ohnishi DDA simulations of large landslides triggered by the Wenchuan earthquake F. Cai, Q.Q. Yang & Z.M. Su Wave propagation simulation in jointed rock bars by the Discontinuous Deformation Analysis Y.J. Ning, K.S. Ni & Z.Y. Zhao Numerical studies on in-situ rockfall experiments using 3D-DDA T. Sasaki, I. Hagiwara, T. Suzaki, T. Shimauchi, K. Nakamura, Y. Ohnishi, T. Koyama & S. Miki A case study of the hazard analysis for rock slope by using DDA S. Miki, S. Komata, M. Shinji, T. Nishimura & T. Koyama Fundamental study of rockfall simulation applying the Monte Carlo analysis by DDA T. Shimauchi, K. Ono, K. Nakamura, T. Sasaki, S. Nishiyama & Y. Ohnishi Stability analysis of rock caverns under different in-situ stress using the DDA based hydro-mechanical coupled model H.M. Chen, Z.Y. Zhao, L.Q. Choo & J.P. Sun Mixed higher-order Discontinuous Deformation Analysis B. Lu, A.Q. Wu & X.L. Ding Application of the NDDA method in the slope stability analysis Q. Tian, Z.Y. Zhao, J.P. Sun & L. He Simulation of steep coal seam mining based on Discontinuous Deformation Analysis method B. Wang, Z.Q. Liu, G. Chen, L. Zheng & J.M. Du A new contact method using multi-sphere covers for 3D Discontinuous Deformation Analysis H.H. Zhu, W. Wu, X.Y. Zhuang & G.W. Ma Measurement management of rock slope monitoring using DDA S. Nishiyama, Y. Ohnishi, M. Ryu, S. Hagiwara, T. Shimauchi, H. Hamasaki, S. Miki, T. Sasaki & N. Minakata Stability analysis of breakwater in terms of seepage flow using DDA T. Kawakami, G. Chen, Y. Kasugai, L. Zheng & Y. Zhang A