Author: James A. LangerPublisher: ASTM International
ISBN: 9780803102071
Category : Technology & Engineering
Languages : en
Pages : 268
Book Description
Laterally Loaded Deep Foundations
Author: James A. LangerPublisher: ASTM International
ISBN: 9780803102071
Category : Technology & Engineering
Languages : en
Pages : 268
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.
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
Computer Analysis of Laterally Loaded Piles
Author: Van Bui ThanhCOM624P
Author: Shih-Tower WangPublisher:
ISBN:
Category : COM624P (Computer file)
Languages : en
Pages : 487
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.
Program Documentation
Author: Lymon C ReesePublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages :
Book Description
Simplified Analysis of Laterally Loaded Piles
Author: Leonard Thomas EvansPublisher:
ISBN:
Category :
Languages : en
Pages : 532
Book Description
Documentation of Computer Program COM 624
Author: Lymon C. ReesePublisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 234
Book Description
Numerical Analysis of Laterally Loaded Piles
Author: Lymon C. ReesePublisher:
ISBN:
Category : Numerical analysis
Languages : en
Pages : 56
Book Description