Foundations

Foundations

1. Strip

   • Stanard
   • Trench Fill
   • Stepped
   • Projection 150 min 225 best practice

2. Raft

   • PQE design
   • Uses
     • Mining Areas
     • Differential Settlement
     • Pad Foundations Cover area

3. Pile

   • End Bearing
   • Friction
   • Pre Cast
     • Sheet Piling
     • square Round H
   • Cast in Situ
     • Contiguas
     • Secant
   • Driven
     • Pros
       • Rapid installation
       • Economic
       • Flexibility in lengths
     • Cons
       • Noise/ Vibration
       • Limited Length
       • Obstructions
   • Replacement /Bored
     • Pros
       • Small to large Dia
       • Ground is seen
       • Rock Boring
     • Cons
       • Slow
       • spoil disposal
       • Expensive palnr intensive
       • Bore support

4. Short Bore Pile

   • Max depth 4.5 m
   • 250 - 300mm dia
   • Clay Shield commpessable material
   • suspended floors
   • Reinforced Concrete ring beam
   • 2 - 4.5 m

5. Shallow

   • < 3m below FGL

6. Deep

   • > 3 m Below FGL

7. Services

   • Next To

Imagens e arquivos do mapa