Linear and non-linear numerical analysis of foundations by John W. Bull

By John W. Bull

Correctly knowing, designing and analysing the principles that help buildings is key to their safeguard. This e-book via quite a number educational, layout and contracting international specialists presents a evaluate of the cutting-edge concepts for modelling foundations utilizing either linear and non linear numerical research. It applies to various infrastructure, civil engineering and structural engineering projects.

Topics include:

  • Ground vibrations brought on by trains
  • Pile-group effects
  • Bearing capability of shallow foundations less than static and seismic conditions
  • Bucket starting place know-how for offshore oilfields
  • Seismically triggered liquefaction in earth embankment foundations and in pile foundations
  • Free vibrations of commercial chimneys and television towers with flexibility of the soil
  • Settlements of excessive upward thrust constructions
  • Seepage, rigidity fields and dynamic responses in dams
  • Site investigation

It permits designers, engineers, architects, researchers and consumers to appreciate the various complex numerical ideas utilized in the research and layout of foundations.

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Additional resources for Linear and non-linear numerical analysis of foundations

Example text

G. : Pitman. Lowe III, J. and Zaccheo P. F. (1991) Subsurface exploration and sampling, in Foundation Engineering Handbook, ed. H. Fang, New York: Chapman Hall, pp. 1–71. Lumb, P. (1974) Application of statistics in soil mechanics, in Soil Mechanics – New Horizons, ed. I. Lee, London: Butterworth, pp. 44–111. Orchant, C. , Kulhawy, F. H. and Trautmann, C. H. (1988) Reliability-based foundation design for transmission line structures: critical evaluation of in-situ test methods, EL-5507, Vol. 2, Cornell University/Electric Power Research Institute, Palo Alto, Calif.

2 Pile load arrangement and design soil profile (Comodromos et al. 3 Pile load test and DIN 4014 load-settlement curves (Comodromos et al. [10]) Shaft and Tip Resistance (MN) 14 12 10 8 6 Single Pile Shaft Res. Single Pile Tip Res. Test Shaft Res. Test Tip Res. 4 Shaft and tip resistance vs settlement relationship for test pile and the single pile (Comodromos et al. 5 Vertical displacement field around the test pile for N = 12MN (Comodromos et al. 6 Vertical displacement field around the single pile for N = 12MN (Comodromos et al.

148–96. Phoon, K. K. and Kulhawy, F. H. (1999a) Characterization of geotechnical variability, Canadian Geotechnical Journal, 36 (4): 612–24. Phoon, K. K. and Kulhawy, F. H. (1999b) Evaluation of geotechnical property variability, Canadian Geotechnical Journal, 36 (4) 625–39. Phoon, K. , Kulhawy, F. H. and Grigoriu, M. D. (1995) Reliability based design of foundations for transmission line structures, PhD thesis, Cornell University. Rawlinsons (2004) Australian Construction Handbook 2004, Perth: Rawlhouse Publishing.

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