IS 9527

: 1974

Code of practice for design and construction of port and harbour structures, Part 1: Concrete monoliths

CurrentSpecializedCode of PracticeStructural Engineering · Ports and Harbours
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This code of practice outlines the design and construction procedures for concrete monoliths used in port and harbour structures. It covers aspects like material selection, design loads, stability analysis (overturning and sliding), and construction methodologies including casting, sinking operations, and hearting (filling).

Code of practice for design and construction of port and harbour structures, Part 1: Concrete monoliths

Quick Reference Values
Minimum factor of safety against overturning1.5
Minimum factor of safety against sliding1.2
Minimum grade of concrete for cutting edgeM15
Minimum grade of concrete for steiningM15
Typical height of a single lift for casting steining1.5 m to 2.5 m
Key Formulas
Factor of Safety (Overturning) = Σ Resisting Moments / Σ Overturning Moments
Factor of Safety (Sliding) = (μ * Σ Vertical Forces) / Σ Horizontal Forces
Practical Notes
Controlling the verticality and position of the monolith during sinking (known as 'well sinking') is the most critical and challenging aspect of construction, requiring careful and balanced excavation from internal dredge wells.
The design and strength of the 'cutting edge' at the base of the monolith is crucial as it must penetrate the soil and withstand high stresses during sinking.
A thorough geotechnical investigation of the seabed is essential to predict sinking behavior and ensure the final founding stratum provides adequate bearing capacity.