
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 ?
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.

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;
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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
HOW ?
The construction sequence of a segment of Diaphragm wall consists of :
Stage-1: Fixing of Alignment;Â
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.