Deep excavation-induced ground surface movement characteristics - A numerical investigation

Computers and Geotechnics

Volumn 35, Issue 2, 2008, Pages 231-252

  Yoo, Chungsik ^a   Lee, Dongyeob ^a  

^a Sungkyunkwan University   (South Korea)

Author keywords

Building damage; Deep excavation; Double hardening model; Finite element analysis; Ground movement

Indexed keywords

CONSTITUTIVE MODELS; EXCAVATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; WALLS (STRUCTURAL PARTITIONS);

DOUBLE HARDENING MODEL; GROUND SURFACE MOVEMENT;

SOIL STRUCTURE INTERACTIONS;

ACCURACY ASSESSMENT; DATABASE; EXCAVATION STRUCTURE; FINITE ELEMENT METHOD; GROUND MOTION; GROUND MOVEMENT; PREDICTION; TWO-DIMENSIONAL MODELING;

EID: 40749086090     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2007.05.002     Document Type: Article

References (25)

1. ABAQUS (ver. 5.8) User's Manual. Hibbitt, Karlsson & Sorensen Inc.; 1999.
2. Boscardin M.D., and Cording E.J. Building response to excavation-induced settlement. J Geotech Eng, ASCE 115 1 (1989) 1-21
3. Burland JB. Assessment of risk of damage to buildings due to tunneling and excavations. In: Invited special lecture to IS-ToKyo '95: proceedings of the first international conference on earthquake geotechnical engineering; 1995.
4. Clough GW, Hansen LA, Mana AI. Prediction of supported excavation movements under marginal stability conditions in clay. In: Proceedings of the third international conference on numerical methods in geomechanics; 1979. p. 1485-502.
5. Clough GW, O'Rourke TD. Construction induced movements of insitu walls. In: Proceedings of the design and performance of earth retaining structures, ASCE special conference; 1990. p. 439-70.
6. Cording EJ, O'Rouke TD. Excavation, ground movements, and their influence on buildings, protection of structures adjacent to braced excavation. In: Proceedings of the ASCE annual convention; 1977 [preprint].
7. Cording EJ. Evaluation and control of ground movements around tunnels and excavations in soil. In: Proceedings of the XII international conference on soil mechanics and foundation engineering; 1985. p. 106-31.
8. Cording EJ, Long JH, Son M, Laefer DF. Modeling and analysis of excavation-induced building distortion and damage using a strain-based damage criterion. In: Proceedings of the international conference response of buildings to excavation-induced ground movements, CIRIA; 2000.
9. Desai C.S., Zaman M.M., Lightner J.G., and Siriwardance H.J. Thin-layer elements for interfaces and joints. Int J Numer Anal Method Geomech 8 1 (1984) 19-43
10. Hashash Y.M., and Whittle A.J. Ground movement prediction for deep excavations in soft clay. J Geotech Eng, ASCE 122 6 (1996) 474-486
11. Hsieh P.O., and Ou C.Y. Shape of ground surface settlement profiles caused by excavation. Can Geotech J 35 (1998) 1004-1017
12. Janbu N. Soil compressibility as determined by oedometer and triaxial tests. In: Proceedings of the European conference on soil mechanics and foundation engineering, vol. 1; 1963. p. 19-25.
13. Kang B.S., and Yang J.H. Adoptability of double hardening constitutive model for compacted decomposed granite soil, KSCE. J Civil Eng 19 3 (1999) 1013-1020
14. Lade P.V. Elasto-plastic stress-strain theory for cohesionless soil with curved-yield surfaces. Int J Soild Struct 13 (1977) 1019-1035
15. Lade P.V., and Nelson R.B. Incrementalization procedure for elasto-plastic constitutive model with multiple, intersecting yield surfaces. Int J Numer Anal Method Geomech 8 (1984) 311-323
16. Lade P.V. Three-dimensional behavior and parameter evaluation of an elastoplastic soil model. Geomech Model Eng Pract (1986) 297-311
17. Mana A.I., and Clough G.W. Prediction of movement for braced cuts in clay. J Geotech Eng, ASCE 107 6 (1981) 759-777
18. O'Rourke TD. A study of two braced excavation in sands and interbedded stiff clay. PhD thesis, University of Illinois at Urbana-Champaign; 1975.
19. Ou C.Y., Hsieh P.O., and Chiou D.C. Characteristics of ground surface settlement during excavation. Can Geotech J 30 5 (1993) 758-767
20. Peck RB. Deep excavations and tunneling in soft ground. state-of-the-art report. In: Proceedings of the seventh international conference on soil mech. and found. engineering, state-of-the-art volume; 1969. p. 225-90.
21. Viggiani G., and Tamagnini C. Ground movements around excavations in granular soils: a few remarks on the influence of the constitutive assumptions on FE predictions. Mech Cohes Frict Mater 5 (2000) 399-423
22. Wong KS, Duncan JM. Hyperbolic stress-strain parameters for nonlinear finite element analyses of stresses and movements in soil mass. Geotechnical engineering research report no. TE/74-3, University of California, Berkeley; 1974.
23. Wong K.S., and Broms B.B. Lateral wall deflections of braced excavations in clay. J Geotech Eng, ASCE 15 6 (1989) 853-870
24. Yang G. Analysis of adjacent ground movements for deep excavations in urban areas. PhD thesis, Seoul National University; 1996.
25. Yoo C. Behavior of braced and anchored walls in soils overlying rock. J Geotech Geoenviron Eng, ASCE 27 3 (2001) 225-233