Author: Gdalyah WisemanPublisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
Numerical Analysis of Laterally Loaded Piles Using Personal Computers Or Programmable Calculators
Author: Gdalyah WisemanWave Equation Analysis of Pile Driving Using Personal Computers and Programmable Calculators
Author: Gdalyah WisemanNumerical Analysis of Laterally Loaded Piles
Author: Lymon C. ReesePublisher:
ISBN:
Category : Numerical analysis
Languages : en
Pages : 56
Book Description
Numerical Analysis of Laterally Loaded Piles
Author: Gdalyah WisemanMicrocomputer Analysis of Laterally Loaded Piles
Author: RL. SoggePublisher:
ISBN:
Category : Coefficient of subgrade reaction
Languages : en
Pages : 14
Book Description
The finite-element formulation is applied to the vertical beam-on-elastic foundation idealization of a laterally loaded pile system. This representation is such that any standard structural analysis program having beam members can be used. An example problem consisting of a laterally loaded pile in a nonhomogeneous soil is analyzed in detail. The simulation is conducted on a CP/M 64K random access memory (RAM) microcomputer. The soil strength properties are defined in terms of a net coefficient of subgrade reaction and represented by bar members. The input data file and the computer output are presented. The numerical analysis clearly demonstrates the influence of soil and structural stiffness on pile behavior and the ease of obtaining a solution, by use of a computer, when nonhomogeneous soil conditions exist.
Simplified Analysis of Laterally Loaded Piles
Author: Leonard Thomas EvansPublisher:
ISBN:
Category :
Languages : en
Pages : 532
Book Description
Analysis of Laterally Loaded Piles in Multilayered Soil Deposits
Author: Dipanjan BasuPublisher: Purdue University Press
ISBN: 9781622601264
Category : Transportation
Languages : en
Pages : 152
Book Description
This report focuses on the development of a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum. Assuming that soil behaves as a linear elastic material, the governing differential equations for the deflection of laterally loaded piles were obtained using energy principles and calculus of variations. The differential equations were solved using both the method of initial parameters and numerical techniques. Soil resistance, pile deflection, slope of the deflected pile, bending moment and shear force can be easily obtained at any depth along the entire pile length. The results of the analysis were in very good agreement with three-dimensional finite element analysis results. The analysis was further extended to account for soil nonlinearity. A few simple constitutive relationships that allow for modulus degradation with increasing strain were incorporated into the analysis. The interaction of piles in groups was also studied.
Program Documentation
Author: Lymon C ReesePublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages :
Book Description
Experimental and Numerical Analysis of Axially and Laterally Loaded Piles Installed in Layered Soils with a
Author: Alya Ali Shamis Al-AufiyahPublisher:
ISBN:
Category : English language
Languages : en
Pages : 0
Book Description
Author: Van Bui Thanh