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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

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