Predicting RC frame response to excavation-induced settlement

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 135, Issue 11, 2009, Pages 1605-1619

  Laefer, Debra F ^a   Ceribasi, Seyit ^a   Long, James H ^b   Cording, Edward J ^b  

^a UNIVERSITY COLLEGE DUBLIN   (Ireland)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Damage; Excavation; Frames; Predictions; Reinforced concrete; Soil settlement

Indexed keywords

BUILDING MATERIALS; CONCRETE BUILDINGS; FORECASTING; REINFORCED CONCRETE; SOILS;

APPLIED LOADS; BUILDING FRAMES; CONCRETE FRAME; CONSTRUCTION PRACTICE; DAMAGE; DRY SAND; FIELD DATA; FLEXIBLE SYSTEM; FRAMES; GLOBAL RESPONSE; GRADE BEAMS; GROUND MOVEMENT; LOCAL DAMAGE; PREDICTIONS; RC FRAMES; REINFORCED CONCRETE FRAMES; RELATIVE GRADIENT; SHEET PILES; SOIL DISPLACEMENT; SOIL SETTLEMENT;

TUNNELING (EXCAVATION);

CONSTRUCTION METHOD; EXCAVATION; EXPERIMENTAL STUDY; FAILURE ANALYSIS; GROUND CONDITIONS; GROUND SETTLEMENT; PREDICTION; REINFORCED CONCRETE; SHEET PILED WALL; SUBSIDENCE; TUNNELING;

EID: 70350413610     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000128     Document Type: Article

References (22)

1. American Concrete Institute (ACI). (1995). Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95), ACI, Detroit.American Concrete Institute (ACI). (1995). Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95), ACI, Detroit.
2. Bjerrum, L. (1963). "Discussion session IV." Proc., European Conf. on Soil Mechanics and Foundation Engineering, Wiesbaden, Germany, 135-137.
3. Boone, S. J. (1996). "Ground-movement-related building damage." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 122(11), 886-896.
4. Boone, S. J. (2001). "Assessing construction and settlement-induced building damage: A return to fundamental principles." Proc., Underground Construction, Institution of Mining and Metallurgy, London, 559-570.
5. Burland, J. B., and Wroth, C. P. (1975). "Settlement of buildings and associated damage." Proc., Conf. on Settlement of Structures, Pentech, London, 1974, Pentech Press, London, 611-654.
6. Cording, E. J., and Hansmire, W. H. (1975). "Displacements around soft ground tunnels." Proc., 5th Pan American Conf. on Soil Mechanics and Foundation Engineering, ASCE, Reston, Va., 571-633.
7. Federal Emergency Management Agency (FEMA). (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." FEMA 356, ASCE, Washington, D.C.Federal Emergency Management Agency (FEMA). (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." FEMA 356, ASCE, Washington, D.C.
8. Finno, R. J., and Calvello, M. (2005). "Supported excavations: Observational method and inverse modeling." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(7), 826-836. 10.1061/ (ASCE)1090-0241(2005)131:7(826)
9. Finno, R. J., Voss, F. T., Rossow, E., and Blackburn, J. T. (2005). "Evaluating damage potential in buildings affected by excavations." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(10), 1199-1210. 10.1061/(ASCE)1090-0241(2005)131:10(1199)
10. Hsieh, P. G., and Ou, C. Y. (1998). "Shape of ground surface settlement profiles caused by excavation." Can. Geotech. J. CGJOAH0008-3674, 35, 1004-1017. 10.1139/cgj-35-6-1004
11. Laefer, D. F. (2001). "Prediction and assessment of ground movement and building damage induced by adjacent excavation." Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
12. Liu, G., Houlsby, G. T., and Augarde, C. E. (2000). "2-dimensional analysis of settlement damage to masonry buildings caused by tunneling." Struct. Eng. ZZZZZZ1466-5123, 79(1), 19-25.
13. Meyerhof, G. G. (1947). "The settlement analysis of building frames." Struct. Eng. ZZZZZZ1466-5123, 25, 369-409.
14. Mroueh, H., and Shahrour, I. (2003). "A full 3-D finite element analysis of tunneling-adjacent structures interaction." Comput. Geotech. ZZZZZZ0266-3524, 30, 245-253. 10.1016/S0266-352X(02)00047-2
15. Mueller, C. G. (2000). "Behavior of model-scale tieback walls in sand." Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
16. Park, R., and Paulay, T. (1975). Reinforced concrete structures, Wiley, New York.
17. Peck, R. B. (1969). "Deep excavation and tunneling in soft ground." Proc., 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Sociedad Mexicana de Meca nica de Suelos, Mexico, 225-290.
18. Polshin, D. E., and Tokar, R. A. (1957). "Maximum allowable non-uniform settlement of structures." Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Butterworths, London, 402-405.
19. Skempton, A. W., and MacDonald, D. H. (1956). "The allowable settlement of buildings." Proc. Inst. Civ. Eng., Struct. Build. PCESEL0965-0911, 5, 727-784.
20. Son, M., and Cording, E. J. (2005). "Estimation of building damage due to excavation-induced ground movements." J. Geotech. Geoenviron. Eng. JGGEFK1090-0241, 131(2), 162-177. 10.1061/ (ASCE)1090-0241(2005)131:2(162)
21. Structural Engineers Association of California (SEAOC). (1995). "Vision 2000: Performance based seismic engineering of buildings: Conceptual framework." Rep. Prepared for SEAOC, SEAOC, Sacramento, Calif.
22. Uniform Building Code (UBC). (1997). Proc., UBC 97 - Int. Conf. of Building Officials, Vol. 2, International Conference of Building Officials, Baltimore.