Pile design for lateral soil movement

6 PILE DESIGN FOR LATERAL SOIL MOVEMENT Criteria 

Piles shall be designed to meet the following criteria  

Pile stability and structural resistance as constructed are to be determined as an isolated single pile and then as a pile incorporated in a group for  

Certain possibilities of optimization of pile design exist before detail design is carried out. These are briefly discussed here. 

Pile type Diameter/size (m) Moment of resistance (yield ) (kN-m) Applied moment (kN-m) Remarks 

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