Transcription of 06 Water pressures - safety in design (Simpson)
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06 Water pressures - safety in design (Simpson)
30/03/20111 Brian SimpsonGeotechnical safety in relation to Water pressuresB. SimpsonArup Geotechnics, London, UKN. VogtTechnische Universit t M nchen,Zentrum Geotechnik, Munich, GeoServices, The Netherlands230/03/201123430/03 General(1)P Where relevant, it shall be verified that the following limit states are not exceeded: loss of equilibrium of the structure or the ground, considered as a rigid body, in which thestrengths of structural materials and the ground are insignificant in providing General(1)P Where relevant, it shall be verified that the following limit states are not exceeded: loss of equilibrium of the structure or the ground, considered as a rigid body, in which thestrengths of structural materials and the ground are insignificant in providing resistance5(EQU); internal failure or excessive deformation of the structure or structural elements, footings, piles or basement walls, in which the strength of structural materials issignificant in providing resistance (STR); failure or excessive deformation of the ground, in which the strength of soil or rock issignificant in providing resistance (GEO);lfilib if thttthd dtlift bt(b)(EQU); internal failure or
30/03/2011 1 Brian Simpson Geotechnical safety in relation to water pressures B. Simpson Arup Geotechnics, London, UK N. Vogt Technische Universität München,
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