Author: Kai Sin Wong
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 30
Book Description
COM622 : a Computer Program for Analysis of Laterally Loaded Piles
Author: Kai Sin Wong
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 30
Book Description
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 30
Book Description
Program Documentation
Author: Lymon C Reese
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages :
Book Description
Drilled Shaft Manual: Structural analysis and design for lateral loading by
Author: Lymon C. Reese
Publisher:
ISBN:
Category : Shafts (Excavations)
Languages : en
Pages : 244
Book Description
Drilled shafts have been used on a limited scale for many years as an alternative to driven piles in a variety of foundation problems. However, uncertainty about the behavior of the drilled shaft has forestalled widespread adoption. The subject package, by Dr. Lymon C. Reese of the University of Texas, is intended for use by bridge engineers, geotechnical engineers, and builders of pile foundations. The manual contains rational procedures and practical guidelines for the design and construction of drilled shaft foundations. Volume I presents a rational design procedure for drilled shafts under axial loading and includes guidelines on construction methods, inspection, load testing, specifications, and cost estimates. Volume II presents alternative methods for computing the response of the shaft to lateral loading and presents the structural design of the shaft for axial and/or lateral loading.
Publisher:
ISBN:
Category : Shafts (Excavations)
Languages : en
Pages : 244
Book Description
Drilled shafts have been used on a limited scale for many years as an alternative to driven piles in a variety of foundation problems. However, uncertainty about the behavior of the drilled shaft has forestalled widespread adoption. The subject package, by Dr. Lymon C. Reese of the University of Texas, is intended for use by bridge engineers, geotechnical engineers, and builders of pile foundations. The manual contains rational procedures and practical guidelines for the design and construction of drilled shaft foundations. Volume I presents a rational design procedure for drilled shafts under axial loading and includes guidelines on construction methods, inspection, load testing, specifications, and cost estimates. Volume II presents alternative methods for computing the response of the shaft to lateral loading and presents the structural design of the shaft for axial and/or lateral loading.
Laterally Loaded Piles and Computer Program COM624G
Author: Lymon C. Reese
Publisher:
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.
Publisher:
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.
Documentation of Computer Program COM624
Author: Lymon C. Reese
Publisher:
ISBN:
Category : Engineering design
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Engineering design
Languages : en
Pages :
Book Description
Documentation of Computer Program COM 624
Author: Lymon C. Reese
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 234
Book Description
Publisher:
ISBN:
Category : Piling (Civil engineering)
Languages : en
Pages : 234
Book Description
Computer Analysis of Laterally Loaded Piles
Microcomputer Analysis of Laterally Loaded Piles
Author: RL. Sogge
Publisher:
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.
Publisher:
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.
Drilled Shaft Design and Construction Guidelines Manual
Author: Lymon C. Reese
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 404
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 404
Book Description
COM624P
Author: Shih-Tower Wang
Publisher:
ISBN:
Category : COM624P (Computer file)
Languages : en
Pages : 487
Book Description
Publisher:
ISBN:
Category : COM624P (Computer file)
Languages : en
Pages : 487
Book Description