This document discusses flexible retaining structures and cofferdams. It introduces rigid and flexible types of earth retaining structures such as gravity walls, cantilever walls, counterfort walls, cantilever sheet pile walls, and anchored bulkheads. Flexible structures are compared to rigid structures, noting that flexible structures can fail by rotating or bulging, are used temporarily, have negligible self-weight, and rely entirely on passive pressure for stability. Cantilever sheet pile walls, anchored walls, and cofferdams are then outlined as examples of flexible retaining structures.
This document discusses flexible retaining structures and cofferdams. It introduces rigid and flexible types of earth retaining structures such as gravity walls, cantilever walls, counterfort walls, cantilever sheet pile walls, and anchored bulkheads. Flexible structures are compared to rigid structures, noting that flexible structures can fail by rotating or bulging, are used temporarily, have negligible self-weight, and rely entirely on passive pressure for stability. Cantilever sheet pile walls, anchored walls, and cofferdams are then outlined as examples of flexible retaining structures.
This document discusses flexible retaining structures and cofferdams. It introduces rigid and flexible types of earth retaining structures such as gravity walls, cantilever walls, counterfort walls, cantilever sheet pile walls, and anchored bulkheads. Flexible structures are compared to rigid structures, noting that flexible structures can fail by rotating or bulging, are used temporarily, have negligible self-weight, and rely entirely on passive pressure for stability. Cantilever sheet pile walls, anchored walls, and cofferdams are then outlined as examples of flexible retaining structures.
This document discusses flexible retaining structures and cofferdams. It introduces rigid and flexible types of earth retaining structures such as gravity walls, cantilever walls, counterfort walls, cantilever sheet pile walls, and anchored bulkheads. Flexible structures are compared to rigid structures, noting that flexible structures can fail by rotating or bulging, are used temporarily, have negligible self-weight, and rely entirely on passive pressure for stability. Cantilever sheet pile walls, anchored walls, and cofferdams are then outlined as examples of flexible retaining structures.
Download as DOCX, PDF, TXT or read online from Scribd
Download as docx, pdf, or txt
You are on page 1of 1
5.
0 Flexible Retaining Structures and Cofferdams (@ 4 Marks)
5.1 Introduction Types of Earth Retaining Structures (a) Rigid Type: eg. Gravity Walls, Cantilever Walls, Counterfort Walls, etc. (b) Flexible Type: eg. Cantilever Sheet Pile Walls, Anchored Bulkheads, etc. (c) Reinforced Earth Type: eg. Reinforced earth walls, etc. Comparison between Rigid Type and Flexible Type Earth Structures (or Walls) S.N. Criteria Rigid Type RW Flexible Type RW 1 Modes of Failure Assumed to fail by sliding Can also fail by rotating or by rotation about the about its base. Anchored base bulkhead will fail by rotating about the top anchor or by bulging (or yielding) between the dredge level and the anchor. 2 Nature Rigid Flexible and elastic 3 Used as Permanent structures Temporary structures 4 Weight Self –weight is primarily Have negligible weight; not considered for its stability considered self-weight for its stability 5 Stability Due to self-weight + Pp Entirely by Pp