Application of damage model for soil-structure interface

Computers and Geotechnics

Volumn 30, Issue 2, 2003, Pages 165-183

  Hu, Liming ^a   Pu, Jia Liu ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Damage model; Finite element method; Shear dilatancy; Soil structure interface; Strain softening

Indexed keywords

COMPUTER SIMULATION; NUMERICAL ANALYSIS; PROBLEM SOLVING; SHEAR STRESS; STRAIN HARDENING;

STRAIN SOFTENING;

SOIL STRUCTURE INTERACTIONS;

DAMAGE MECHANICS; DILATANCY; FINITE ELEMENT METHOD; INTERFACE; SHEAR TEST; SOIL-STRUCTURE INTERACTION;

EID: 0037339465     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(02)00059-9     Document Type: Article

References (22)

1. Potyondy JG. Skin friction between various soils and construction material. Geotechnique 1961; 11(4):339-53.
2. Uesugi M, Kishida H. Frictional resistance at yield between dry sand and mild steel. Soils and Foundations 1986;26(4):139-49.
3. Yin Zong-Ze, Hong Zhu, Xu Guo-Hua. A study of deformation in the interface between soil and concrete. Computers and Geotechnics 1995;17:75-92.
4. Evgin E, Fakharian K. Effect of stress paths on the behavior of sand-steel interfaces. Canadian Geotechnical Journal 1996;33(6):485-93.
5. Desai CS, Rigby DB. Cyclic interface and joint shear device including pore pressure e.ects. Journal of Geotechnical and Geo-environmental Engineering, ASCE 1997;123(6):568-79.
6. Frost JD, Lee SW, Cargill PE. The evolution of sand structure adjacent to geomembranes. Geosythetics '99, Boston, MA 1999:559-73.
7. Gooodman RE, Taylor RL, Brekke TL. A model for the mechanics of jointed rock. Journal of the Soil Mechanics and Foundations Division, ASCE 1968;94(3):637-59.
8. Zienkiewicz OC, et al. Analysis of nonlinear problems with particular reference to jointed rock systems. Pro 2nd Int Conf Society of Rock Mech, Belgrade 1970:501-9.
9. Ghaboussi J, Wilson EL, Isenberg J. Finite element for rock joints and interfaces. Journal of the Soil Mechanics and Foundations Division, ASCE 1973;99(10):833-48.
10. Katona MG. A simple contact-friction interface element with applications to buried culverts. Int J Numer Analys Methods Geomech 1983;7:871-84.
11. Desai CS, Zaman MM, Lightner JG, Siriwardane HJ. Thin-layer element for interface and joints. Int J Numer Analys Methods Geomech 1984;8:19-43.
12. Clough GW, Duncan JM. Finite element analysis of retaining wall behavior. Journal of the Soil Mechanics and Foundations Division, ASCE 1971;97(12):1657-72.
13. Boulon M. Basic features of soil structure interface behavior. Computers and Geotechnics 1989;7:115-31.
14. Gens A, Carol I, Alonso EE. A constitutive model for rock joints formulation and numerical implementation. Computers and Geotechnics 1990;9:3-20.
15. Plesha ME, Ballarini R, Parulekar A. Constitutive model and finite element procedure for dilantant contact problems. Journal of Engineering Mechanics, ASCE 1989;115(12):2649-68.
16. Mroz Z, Giambanco G. An interface model for analysis of deformation behavior of dicontinuities. Int J Numer Analys Methods Geomechanics 1996;20:1-33.
17. Desai CS, Ma Youzhi. Modeling of joints and interfaces using the disturbed-state concept. Int J Numer Analys Methods Geomechanics 1992;16:623-53.
18. Navayogarajah N, Desai CS, Kiousis PD. Hierarchical single surface model for static and cyclic behavior of interfaces. Journal of Engineering Mechanics, ASCE 1992;118(5):990-1011.
19. Pal S, Wathugala GW. Disturbed state model for sand-geosynthetic interfaces and application to pull-out tests. Int J Numer Analys Methods Geomechanics 1999;23:1873-92.
20. Fakharian K, Evgin E. Elasto-plastic modeling of stress-path-dependent behavior of interfaces. Int J Numer Analys Methods Geomechanics 2000;24:183-99.
21. Hu Liming. Study on mechanical characteristics of soil-structure interface and its application. PhD thesis. Beijing: Tsinghua University, 2000.
22. Kachanov LM. On the time to failure under creep condition. Izv AN SSSR Otd Tekhn Nauk 1958;8: 26-31.