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Lateral Loaded Pile Analysis, Testing and Design

Most of the Civil Engineers consider only gravity load to design pile foundation. Some civil engineers consider the increase or decrease of vertical load in pile due to lateral loads, like wind load and earthquake load. There is lateral load applied to pile foundation due to lateral load of superstructure. This is ignored frequently. Design of pile foundation may be governed by lateral load in case of high rise building, slender structures. Soft soil and liquefiable soil will make the pile foundation design challenging. Bridge abutment and pier are subjected to more lateral load than vertical load.

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Professor Dr. Jahangir Alam

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Former Professor of Civil Engineering, BUET, Dhaka

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BSc, MSc, or PhD in Civil Engineering

Level 4 or 4th-year student of bachelor’s in civil engineering


✅কোর্সটি থেকে যা যা শিখবেন

  • Theory of lateral loaded pile
  • Analysis of short pile and long pile under lateral load
  • Broms Method and p-y method
  • Analysis using ETABS or STAAD Pro
  • Analysis using Geotechnical Software
  • BNBC 2006 and BNBC 2020 criteria of lateral loaded pile


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কোর্স আউটলাইন
Introduction to Lateral Loaded Pile Analysis, Testing and Design
All documents of Lateral Loaded Pile Analysis, Testing and Design
Theory of lateral loaded pile, Part-1 - Basic concepts
Theory of lateral loaded pile, Part-2 - Factors affect soil reaction
Theory of lateral loaded pile, Part-3 - Sources of lateral loads
Theory of lateral loaded pile, Part-4 - Seismic performance of structure vertical pile vs batter pile
Theory of lateral loaded pile, Part-5 - Lateral load test of pile
Broms method, Part-1 - Lateral loaded vertical pile capacity
Broms method, Part-2 - Short pile in cohesive soil (Free and Fixed Head)
Broms method, Part-3 - Criteria of free head short and long Pile - Criteria of fixed Head Short, Intermediate and long pile
Broms method, Part-4 - Short Pile in cohesive soil
Broms method, Part-5 - Intermediate Length pile in cohesive soil
Broms method, Part-6 - Short pile in cohesionless soil (Free and Fixed Head)
Broms method, Part-7 - long Pile in cohesionless soil (Free and Fixed Head)
Broms method, Part-8 - (Granular Soil)
Nondimensional solution, Part-1 - Elastic method
Nondimensional solution, Part-2 - Solution for cohesive soil by Davisson and Gill ( 1963 )
Nondimensional solution, Part-3 - A. Elastic method (Granular Soil) B.Determination of long pile or short Pile C. Determination of horizontal force D. Maximum horizontal force considering Pile material strength E. Determination of horizontal force F. Spring Constant from horizontal subgrade modulus
Nonlinear p-y method, Part-1 - Analysis methods
Nonlinear p-y method, Part-2 - Typical P-Y curve of soil
Nonlinear p-y method, Part-3 - Effect of earthquake and dynamic loading on P-Y curve
Nonlinear p-y method, Part-4 - Nonlinear P-Y curve as per Reese and Van impe (2011)
Nonlinear p-y method, Part-5 - Recommended soil tests in soft clay
Nonlinear p-y method, Part-6 - P-Y curve for stiff clay under water table
Nonlinear p-y method, Part-7 - P-Y curve for stiff clay above water table
Nonlinear p-y method, Part-8 - P-Y curve of sand as per APL
Nonlinear p-y method, Part-9 -Analysis and Design of lateral loaded pile using FEM software- Simplified FEM model of lateral loaded pile
Nonlinear p-y method, Part-10 -Modeling in 3D goetechnical FEM software
Nonlinear p-y method, Part-11 - Lateral loaded group pile
BNBC Criteria of lateral loaded pile
Lateral loaded pile analysis using Geo5, Part-1
Lateral loaded pile analysis using Geo5, Part-2
Lateral loaded pile analysis using Geo5, Part-3
Lateral loaded pile analysis using Geo5, Part-4
Lateral loaded pile analysis using Geo5, Part-5
Lateral loaded pile analysis using ETABS, Part-1
Lateral loaded pile analysis using ETABS, Part-2
Lateral loaded pile analysis using ETABS, Part-3

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