FLAC3D is a numerical modeling code for advanced geotechnical analysis of soil, rock, and structural support in three dimensions. FLAC3D is used in analysis, testing, and design by geotechnical, civil, and mining engineers. It is designed to accommodate any kind of geotechnical engineering project where continuum analysis is necessary.

References in zbMATH (referenced in 22 articles )

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  1. Cui, Xin; Wong, Louis Ngai Yuen: A 3D fully thermo-hydro-mechanical coupling model for saturated poroelastic medium (2022)
  2. Jin, Yin-Fu; Yin, Zhen-Yu: Two-phase PFEM with stable nodal integration for large deformation hydromechanical coupled geotechnical problems (2022)
  3. Song, Fei; Rodriguez-Dono, Alfonso; Olivella, Sebastia; Gens, Antonio: Coupled solid-fluid response of deep tunnels excavated in saturated rock masses with a time-dependent plastic behaviour (2021)
  4. Yan, Chengzeng; Zheng, Yuchen; Huang, Duruo; Wang, Gang: A coupled contact heat transfer and thermal cracking model for discontinuous and granular media (2021)
  5. Xu, Huier; Li, Shoude: Safety analysis of deep foundation excavation in water-rich soft soils based on BIM (2020)
  6. Kim, Jihoon: A new numerically stable sequential algorithm for coupled finite-strain elastoplastic geomechanics and flow (2018)
  7. Salvatore, Erminio; Andò, Edward; Modoni, Giuseppe; Viggiani, Gioacchino: The effects of strain localization on the determination of critical state seen with experimental and numerical models (2018)
  8. Hokmabadi, Aslan S.; Fatahi, Behzad: Influence of foundation type on seismic performance of buildings considering soil-structure interaction (2016)
  9. Wang, Min; Cao, Ping: Numerical analysis of flattened Brazilian disc test based on the cusp catastrophe theory (2016)
  10. Gupta, Shubhangi; Helmig, Rainer; Wohlmuth, Barbara: Non-isothermal, multi-phase, multi-component flows through deformable methane hydrate reservoirs (2015)
  11. Lin, Hang; Liu, Taoying; Li, Jiangteng; Cao, Ping: A simple generation technique of complex geotechnical computational model (2013) ioport
  12. Ma, Zong-yuan; Liao, Hong-jian; Dang, Fa-ning: Unified elastoplastic finite difference and its application (2013)
  13. Ke, Chien-Chung; Kuo, Cheng-Lung; Hsu, Shih-Meng; Liu, Shang-Chia; Chen, Chao-Shi: Two-dimensional fracture mechanics analysis using a single-domain boundary element method (2012)
  14. Comodromos, Emilios M.; Bareka, Spyridoula V.: Response evaluation of axially loaded fixed-head pile groups in clayey soils (2009)
  15. Li, Yin-Ping; Yang, Chun-He; Daemen, Jaak J. K.; Yin, Xue-Ying; Chen, Feng: A new Cosserat-like constitutive model for bedded salt rocks (2009)
  16. Mroueh, Hussein; Shahrour, Isam: Numerical analysis of the response of battered piles to inclined pullout loads (2009)
  17. Chugh, Ashok K.: Natural vibration characteristics of gravity structures (2007)
  18. Chugh, Ashok K.: A counterfort versus a cantilever retaining wall - a seismic equivalence (2005)
  19. Comodromos, Emilios M.; Pitilakis, Kyriazis D.: Response evaluation for horizontally loaded fixed-head pile groups using 3-D non-linear analysis (2005)
  20. Kitiyodom, Pastsakorn; Matsumoto, Tatsunori; Kawaguchi, Kanji: A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling (2005)

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