pdf (3.6 MB) - ThyssenKrupp Bautechnik
pdf (3.6 MB) - ThyssenKrupp Bautechnik
pdf (3.6 MB) - ThyssenKrupp Bautechnik
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CONTENTS IX<br />
5.7.7 Three-dimensional earth pressure . . .................. 76<br />
5.8 Earth pressure redistribution . .......................... 76<br />
5.9 Examplesofearthpressurecalculations ..................... 79<br />
6 Design of sheet pile walls 83<br />
6.1 General ...................................... 83<br />
6.2 Safetyconcept................................... 83<br />
6.2.1 Geotechnical categories . . . ...................... 83<br />
6.2.2 Limit states . . .............................. 84<br />
6.2.3 Loading cases . .............................. 84<br />
6.2.4 Partial safety factors . .......................... 85<br />
6.2.5 Analysis format .............................. 86<br />
6.2.6 Further factors .............................. 87<br />
6.3 Actionsandactioneffects............................. 87<br />
6.3.1 Earth pressure . .............................. 87<br />
6.3.2 Action effects due to earth pressure . .................. 88<br />
6.3.3 Hydrostatic pressure . .......................... 88<br />
6.4 Resistances .................................... 88<br />
6.4.1 Passive earth pressure .......................... 88<br />
6.4.2 Component resistances .......................... 88<br />
6.5 Structuralsystems................................. 89<br />
6.6 Structuralcalculations .............................. 94<br />
6.6.1 Fully fixed wall without anchors . . . .................. 94<br />
6.6.2 Simply supported wall with one row of anchors . . . .......... 101<br />
6.6.3 Fully fixed wall with one row of anchors . . .............. 108<br />
6.6.4 Partially fixed wall with one row of anchors . .............. 115<br />
6.6.5 Walls with different support conditions at the base and more than one<br />
rowofanchors .............................. 118<br />
6.7 Analyses for the ultimate limit state . ...................... 118<br />
6.7.1 Failure of earth resistance . . ...................... 118<br />
6.7.2 Subsidence of components . . ...................... 125<br />
6.7.3 Material failure of components ...................... 127<br />
6.8 Analysis for the serviceability limit state . . . .................. 128<br />
6.9 Overall stability .................................. 129<br />
7 Ground anchors 133<br />
7.1 Types of ground anchors . . . .......................... 133<br />
7.1.1 Round steel tie rods . . .......................... 133<br />
7.1.2 Grouted anchors . . . .......................... 134