Author: Van Bui ThanhPublisher:
ISBN:
Category :
Languages : en
Pages : 284
Book Description
Computer Analysis of Laterally Loaded Piles
Author: Van Bui ThanhProgram Documentation
Author: Lymon C ReesePublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages :
Book Description
Laterally Loaded Piles and Computer Program COM624G
Author: Lymon C. ReesePublisher:
ISBN:
Category : COM624G (Computer program)
Languages : en
Pages : 312
Book Description
When the soil immediately below the base of a structure will not provide adequate bearing capacity, piles can be used to transfer load from the structure to soil strata which can support the applied load. This report deals with analysis of the lateral interaction of pile shaft and soil. Examples of such problems encountered by the Corps of Engineers are single-pile dolphins and baffles for grade control structures. A computer program called COM624, along with documentation, was developed at the University of Texas (UT) at Austin, to analyze laterally loaded pile problems. Analysis performed by program COM624 is dependent upon soil parameters input to the program. These soil parameters take the form of curves which simulate the nonlinear interaction of the pile and the surrounding soil. The UT Report also presented criteria for developing these soil response curves in various types of soils. This report consolidates the information available on laterally loaded pile analysis and provides supplementary data on Program COM624 (redesignated as COM624G). It describes modifications made in the input procedures and the addition of graphics options.
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.
Simplified Analysis of Laterally Loaded Piles
Author: Leonard Thomas EvansPublisher:
ISBN:
Category :
Languages : en
Pages : 532
Book Description
Microcomputer 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.
Numerical Analysis of Laterally Loaded Piles
Author: Lymon C. ReesePublisher:
ISBN:
Category : Numerical analysis
Languages : en
Pages : 56
Book Description
COM622 : a Computer Program for Analysis of Laterally Loaded Piles
Author: Kai Sin WongPublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 30
Book Description
Numerical Analysis of Laterally Loaded Piles Using Personal Computers Or Programmable Calculators
Author: Gdalyah WisemanPiles in Weak Rock
Author: Publisher: Thomas Telford
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 248
Book Description