State of the Practice in the Design of Tall, Stiff, and Flexible Tieback Retaining Walls
Size: 7.65 MB | Format: PDF | Publisher: U.S. Army Corps of Engineers | Year: 2001 | pages: 253
Tieback walls are often used for temporary support of excavations in cases where it becomes necessary to limit the area of the excavation in order to protect highways, railroads, structures, and other important man-made features that are located immediately adjacent to the excavation. In some instances the tieback wall system will remain as a permanent structure. Permanent tieback wall systems are used as guide walls and approach walls on navigation projects, and as retaining walls on highway and railroad protection and relocation projects. The structural design of tieback wall systems involves
• Selection of appropriate design and performance standards.
• Determination of the loadings and loading combinations to be used for design.
• Design of wall structural features such as tiebacks, soldier beams, wales, lagging, and facing systems.
• Detailing of all structural features to meet safety requirements and constructibility requirements.
• Selection of appropriate contract specifications to ensure that the completed structure meets all strength and serviceability requirements and provides corrosion protection suitable for the intended service life of the wall.
The state of the practice with respect to the design and evaluation of tieback wall systems is covered by this report. It is important to recognize that the subject matter covered herein is presented only as background information as to the state of the practice and as such is not in any way intended to represent Corps design guidance. No endorsement of the procedures described herein is implied or intended. The state of the practice will be illustrated with respect to the design and evaluation of five tieback wall systems. The systems selected (listed on following page) are described in detail in Chapter 2.
• Vertical sheet-pile system with wales and post-tensioned tieback anchors.
• Soldier beam system with wood or reinforced concrete lagging and posttensioned tieback anchors. For the wood-lagging system, a permanent concrete facing system is required.
• Secant cylinder pile system with post-tensioned tieback anchors.
• Continuous reinforced concrete slurry wall system with post-tensioned tieback anchors.
• Discrete concrete slurry wall system (soldier beams with concrete lagging) with post-tensioned tieback anchors
• Selection of appropriate design and performance standards.
• Determination of the loadings and loading combinations to be used for design.
• Design of wall structural features such as tiebacks, soldier beams, wales, lagging, and facing systems.
• Detailing of all structural features to meet safety requirements and constructibility requirements.
• Selection of appropriate contract specifications to ensure that the completed structure meets all strength and serviceability requirements and provides corrosion protection suitable for the intended service life of the wall.
The state of the practice with respect to the design and evaluation of tieback wall systems is covered by this report. It is important to recognize that the subject matter covered herein is presented only as background information as to the state of the practice and as such is not in any way intended to represent Corps design guidance. No endorsement of the procedures described herein is implied or intended. The state of the practice will be illustrated with respect to the design and evaluation of five tieback wall systems. The systems selected (listed on following page) are described in detail in Chapter 2.
• Vertical sheet-pile system with wales and post-tensioned tieback anchors.
• Soldier beam system with wood or reinforced concrete lagging and posttensioned tieback anchors. For the wood-lagging system, a permanent concrete facing system is required.
• Secant cylinder pile system with post-tensioned tieback anchors.
• Continuous reinforced concrete slurry wall system with post-tensioned tieback anchors.
• Discrete concrete slurry wall system (soldier beams with concrete lagging) with post-tensioned tieback anchors
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