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Chapter 7 RETAINING WALL b) Fixed-end Method A wall designed using Fixed-end principles is embedded sufficiently deep enough so that at the foot of the wall, both translation and rotation are prevented and fixity is assumed. This is the condition assumed in the design of a cantilever sheet pile wall. Figure 7.22 (a) and (b) illustrated the deflected shape of a cantilever sheet pile together with the conventional and simplified pressure distributions used for design. An example on the application of this method in Cantilever sheet pile wall desiGn is given in Item 7.6.3.3 below. Dredge Line Deflected shape of pile (a) Figure 7.22 Lateral pressures distribution for Fixed-end Method of design of cantilever sheet pile wall in granular soils: (a) Idealized distribution (b) Simplified distribution (b) A tie or prop may also be provided at the upper part of the wall as shown in Figure 7.23 (a), (b) and (c). The effect of toe fixity is to create a fixed end moment in the wall, reducing the maximum bending moment for a given set of conditions but at the expense of increased pile length. The design method used (whether Free-end or Fixed-end Method) should also consider the effects of hydrostatic pressures and surcharge loads, which are usually added to that due to the soils. Deflected shape of pile (a) (b) (c) Figure 7.23 Fixed-end Methpod of Design of Prop Sheet Pile Wall in ranular soils (a) Deflected shape of wall (b) Idealized lateral preswsure distribution (c) Simplified Lateral Pressure Distribution March 2009 7-29
7.6.3.3 Design of Anchor - General Chapter 7 RETAINING WALL In the analysis of anchored steel sheet pile wall, whether using the Fixed-end or Free-end method, the tie or strut force, F , per unit length of the wall can be obtained. The restaining anchor must be designed to take the required force, F. In general, the types of anchor used in sheet pile wall are: a) Anchor plates and beams (deadman) Figure b) Tie backs c) Vertical anchor piles d) Anchor beam supported by batter (compression or tension) piles These anchors are as shown in Figure 7.24 (a), (b), (c), and (d) respectively. (a) Anchor plates and beams (b) Tie backs (c) Vertical anchor piles 7-30 March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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CHAPTER 1 GENERAL
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Chapter 2 GEOTECHNICAL DESIGN PROCE
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PART 2: SOIL INVESTIGATION
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PART 3: ENGINEERING SURVEY
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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