Skip to content
Menu
Civil Engineering Lectures
  • Construction Law
    • Mediation – in Construction Contracts
    • Arbitration in Construction contracts
    • Law of Contracts – Basic Legal Issues
    • DISPUTES IN CONSTRUCTION CONTRACTS
    • Law of Delict – Case Study
    • Law of Tort – An Introduction
    • Tort Law – Historical Development
    • DOCTRINE OF COMPETENCE – COMPETENCE
    • Tort Law – The parties & Vicarious Liability
    • Legal Systems in Ancient Sri Lanka
    • SECURITY OF PAYMENTS in Sri Lankan Construction Industry
    • SKILLS OF NEGOTIATIONS
    • SALE OF GOODS – IMPLIED CONDITIONS – Sri Lanka
    • Dispute resolution in Construction Projects
    • Duties, Powers, and Responsibilities of the Engineer
    • Case Law – Is it a Variation or Not?
    • Case Law – Power needed to issue variations
    • Case Law – Omissions
    • Case Law – if the Contract Administrator is not acting impartially
    • Law of contract – The Necessity of the Law
    • Law of Contract – the basics
    • Law of Contract – Unilateral and bilateral contracts
  • QUANTITY SURVEYING
    • MINIMIZING DISPUTES ARISING FROM BILL OF QUANTITIES
    • Writing Descriptions of work items in the Bill of Quantity
    • Bid Evaluation – Domestic Preference
    • Decision to tender in construction contract
    • Pre-Qualification – for Construction Contracts
    • The implication of the public procurement system to the economic growth and development of a country
    • VALUE FOR MONEY IN PROCUREMENT
    • Conditions of Contract – in Works Contracts
    • Service Contracts
    • BIDDING DOCUMENT for Works contracts
    • The Building Team
    • Methods of Tendering
    • Termination of a Construction Contract
    • Construction Claims
    • Liquidated Damages
    • BILL OF QUANTITY & THE QUANTITY SURVEYOR
    • PRELIMINARIES
    • Quantity surveyor
    • Bidding Strategy
    • Unit Rate in a Bill of Quantity
    • Price Fluctuations
    • Nominated Subcontractors
    • Building Engineering – Forces exerted on and by Buildings
    • Labor productivity – Unit rate analysis
    • Estimating Activity cost
    • Bid Price and Unbalanced Bids
    • Depreciation
    • Unit Rate Calculations – Examples – Rubble Masonry work
    • Unit rate calculation – Examples – Concrete
    • Unit rate calculation – Example – Wall painting
    • Daywork
    • Variations
    • Interim Payment Certificates
    • Contract Administration
    • ESTIMATING THE OWNING AND OPERATING COSTS OF CONSTRUCTION EQUIPMENT
  • Civil Engineering
    • MODIFICATIONS IN BUILDINGS – UNDERPINNING
    • Dewatering in Excavation
    • EXCAVATION in BUILDING CONSTRUCTION
    • The Essential Software for Civil Engineers in 2024
    • Best Software for Civil Engineering
    • PROFESSIONAL INDEMNITY INSURANCE
    • CONSTRUCTION RISKS AND INSURANCE
    • Construction machinery/equipment – Renting vs. Purchasing equipment
    • Building Engineering – An Introduction
    • ELECTRICITY – IS IT A SOURCE OF ACCIDENTS AT CONSTRUCTION SITES?
    • The Radius of Gyration (r)
    • The nature of forces acting on buildings
    • Doubly Reinforced Beams – BS 8110:1:1997 – Example 1
    • Singly Reinforced Beams – BS 8110:1:1997 – Example 1
    • Techniques used to control groundwater
    • Glass – as construction material
    • LIME – as a construction material
    • Quality of mixing water for Concrete
    • BAILEY BRIDGE CONSTRUCTIONS
    • Waste Water Disposal
    • PROCESSES USED IN WASTEWATER TREATMENTS
    • PRELIMINARY TREATMENT OF RAW WASTEWATER
    • PRELIMINARY TREATMENT OF RAW WASTEWATER
    • CONSTRUCTION MACHINERY
    • PRIMARY SEDIMENTATION TANKS
    • Biological (Secondary) Treatment Systems
    • INHERENT WEAKNESSES OF THE BUILDING INDUSTRY
    • Latent Defects and Patent Defects in Construction
    • SEGREGATION OF CONCRETE
    • CALICUT TILE ROOFING – ADVANTAGES AND DISADVANTAGES
    • Energy-Efficient Building Construction
    • DAMPNESS IN BUILDINGS
    • Septic Tank and Soakage Pit
    • Non-Load Bearing Partition Walls
    • The Versatility of Concrete
    • QUALITY MANAGEMENT IN CONSTRUCTION
    • CRYSTAL STRUCTURE OF METALS
    • SITE PRELIMINARY WORKS
    • Law of Contract – Remedies for Breach of Contract
    • INSULATION MATERIALS
    • Rubber Water stops
    • Corrosion of Reinforcing Steel: A Critical Insight
    • Bleeding Water in Concrete: Understanding and Managing Bleed Water
    • Effects of Bleeding Water on the Quality of Concrete
    • Soil Stabilization in Road Construction
    • Soil Compaction: Optimizing Soil Density for Construction
  • About us
Civil Engineering Lectures
Bleeding Water in Concrete

Bleeding Water in Concrete: Understanding and Managing Bleed Water

Posted on July 31, 2024July 31, 2024

Bleeding water, or ” bleed water,” is the clear water that appears on the top surface of freshly placed concrete, mortar, grout, or paste after placement.

What Causes Bleed Water?

Bleed water occurs due to the settlement of solid particles, such as cement and aggregates, within the wet concrete. This sedimentation leads to the upward movement of water, resulting in the phenomenon known as bleeding or water gain.

Normal vs. Excessive Bleeding Water

A moderate amount of bleed water is typical and does not negatively affect the quality of plastic or hardened concrete. However, excessive bleed water can adversely impact concrete performance, creating challenges during construction and in the final product.

Controlling Bleeding Water

Proper mix proportioning, appropriate ingredient selection, correct placement equipment, and sound construction practices can effectively control bleeding to a desirable level.

Basics of Bleeding Water in Concrete

Freshly mixed concrete is a combination of suspended concrete constituents. Once agitation stops, solid materials settle, and any excess water rises to the surface, forming bleed water. Although the volume of materials remains unchanged, the height of the hardened concrete is reduced due to evaporation of the surface water.

Types of Bleed Water Accumulation

  1. Normal Bleeding: Uniform seepage of water over the entire concrete surface.
  2. Channel Bleeding: Water rising through localized channels, possibly carrying fine particles, especially in mixes with low cement or high water content.

Bleeding Rate and Capacity

  1. Bleeding Rate: The speed at which bleed water rises to the surface, influenced by the permeability of the concrete paste. Expressed in cubic centimeters of water per second per square centimeter of surface.
  2. Bleeding Capacity: The amount of bleed water a concrete mix can discharge, related to the depth of settlement. Expressed as a ratio or percentage of total decrease in height relative to the initial height, or as a percentage of mixing water.

Duration of Bleeding

The bleeding duration depends on the depth of the concrete section and the setting properties of cementitious materials. Thinner slabs bleed faster than deeper sections. Concrete that sets quickly will expel less bleed water compared to slower-setting concrete.

Increasing and Reducing Bleeding Water

Increasing Bleeding Water

To increase bleeding water for purposes such as preventing plastic shrinkage cracking or improving surface finishing in dry weather, consider:

  1. Adding more water.
  2. Reducing sand fines.
  3. Decreasing cementitious materials.

Reducing Bleeding Water

To reduce bleeding water, which may be necessary for various reasons such as improving finishing operations and minimizing weak concrete formation, consider these strategies:

  1. Lowering water content, water-cement ratio, and slump.
  2. Increasing cement content to reduce the water-cement ratio.
  3. Utilizing finer cementitious materials.
  4. Adding more fines to the sand.
  5. Incorporating additional cementing materials like fly ash, slag, or silica fume.
  6. Using blended hydraulic cement.
  7. Adding chemical admixtures to reduce the water-cement ratio.
  8. Employing air-entrained concrete.

Conclusion

Managing bleed water effectively is crucial for ensuring quality concrete. By understanding the causes and measures for controlling bleeding water, concrete performance can be optimized, leading to more durable and robust structures.

Leave a Reply Cancel reply

Your email address will not be published. Required fields are marked *

This site uses Akismet to reduce spam. Learn how your comment data is processed.

Recent Posts

  • The Contract Administrator: Comprehensive Guide to the Role in Construction
  • Sustainability: Building a Better Future in Construction
  • ATTERBERG LIMITS
  • FIELD COMPACTION TESTS
  • Soil Compaction: Optimizing Soil Density for Construction

Recent Comments

  • Sembukuttige R De Silva on Soil Compaction: Optimizing Soil Density for Construction
  • Sembukuttige R De Silva on ATTERBERG LIMITS
  • Sembukuttige Rukmanthi De Silva on Sustainability: Building a Better Future in Construction
  • Sembukuttige Rukmanthi De Silva on Bid Evaluation – Domestic Preference
  • Sembukuttige Rukmanthi De Silva on Duties, Powers, and Responsibilities of the Engineer

Categories

  • Civil Engineering
  • Construction Law
  • QUANTITY SURVEYING

Legal pages

  • About us
  • Contact
  • Free e-books
  • Privacy policy
  • Terms & Conditions

Lecture Categories

  • Civil Engineering
  • Construction Law
  • QUANTITY SURVEYING
©2025 Civil Engineering Lectures | Powered by SuperbThemes