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This section answers the following questions related to the construction of diaphragm walls :
1. Why adopt Diaphragm walls ?
2. When to adopt Diaphragm walls?
3. Where to adopt Diaphragm walls ?
4. How to construct Diaphragm walls ?

Why, When, Where and How ?: Intro
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WHY ?

For deep excavations (esp. depth > 7.50 m) across soil types, as compared to all types of piles and coffers, Diaphragm walls are :

1. The cheapest to build;

2. The quickest to build;

3. The most rigid;

4. The most water-tight;

5. Require less embedment;

6. The most durable

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WHEN ?

Diaphragm walls are the optimal construction solutions to when the following risks dominate in the project :

1. Ground movement;

2. Liquefaction;

3. High water table;

4. Maximize space utility;

5. Low soil bearing capacity;

6. Mission critical schedule : Top Down construction;

7. Dimensional, alignment and surface finish tolerances;

8. Terrorism and Progressive collapse

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Specifically, the use of Diaphragm walls is most suitable when :

1. Retaining wall surface area > 1500 m2;

2. SPT value of soil >20;

3. Unconfined compressive strength of soil/rock > 30 MPa;

4. No further finishing is planned on the wall surface;

5. Soil types are saturated fines, stiff clays and all types of rock outcrops;

6. Vertical tolerances of 1:400 or better is required.

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WHERE ?

Slurry Walls can be categorized into two different types: Structural, and Non-structural.

Structural (Diaphragm Wall) 

For a structural diaphragm wall, slurry is replaced with concrete and some type of reinforcement for resisting structural loads. Structural Diaphragm Walls are used as:

  • Deep Basement Walls for buildings, parking garages;

  • Permanent Retaining Walls;

  • Rigid Earth Retention System for Deep Excavation Support;

  • Circular Tunnel Access Shafts;

  • Top-Down building construction methods;

  • Load Bearing Elements (Barrettes);

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Non Structural (Slurry Wall / Cutoff Wall) 

For a non structural slurry wall, slurry is left in place to self harden or replaced with plastic (or low strength) concrete. Non Structural Slurry Walls are used as:

  • Groundwater Cutoff Walls;

  • Environmental Cutoff Walls;

  • Ground Improvement Systems;

  • Contaminant Cutoff Walls;

  • Dam and Levee Rehabilitation

Why, When, Where and How ?: Other Projects

HOW ?

The construction sequence of a segment of Diaphragm wall consists of :
Stage-1: Fixing of Alignment; 
Stage-2: Guide wall Construction;
Stage-3: Trenching;
Stage-4: Trench Cleaning;
Stage-5: Stop ends fixing;
Stage-6: Reinforcement Cage lowering;
Stage-7: Placing of Concrete;
Stage-8: Withdrawal of Stop ends.

Why, When, Where and How ?: Watch
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