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Digital Library / STP / STP835-EB
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Laterally Loaded Deep Foundations: Analysis and Performance
Langer JA
Pages: 264
Published: 1984
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Description
Table of Contents
Introduction
Langer JA
Panel Discussion
Summary
Mosley ET, Thompson CD
A New Solution for the Resistance of Single Piles to Lateral Loading
Pyke R, Beikae M
Horizontal Subgrade Modulus of Granular Soils
Habibagahi K, Langer JA
Microcomputer Analysis of Laterally Loaded Piles
Sogge RL
On the Torsional Stiffness of Rigid Piers Embedded in Isotropic Elastic Soils
Selvadurai APS
Analysis of a Pile Group Under Lateral Loading
Reese LC, Wright SG, Aurora RP
Generalized Behavior of Laterally Loaded Vertical Piles
Gleser SM
Laterally Loaded Piles and the Pressuremeter: Comparison of Existing Methods
Briaud J-L, Smith T, Meyer B
Simplified Elastic Continuum Applied to the Laterally Loaded Pile ProblemPart 1: Theory
Horvath JS
Lateral-Load Tests on 25.4-mm (1-in.) Diameter Piles in Very Soft Clay in Side-by-Side and In-Line Groups
Cox WR, Dixon DA, Murphy BS
Lateral-Load Tests on Drilled Pier Foundations for Solar Plant Heliostats
Bhushan K, Askari S
Suggested Procedure for Conducting Dynamic Lateral-Load Tests on Piles
Gle DR, Woods RD
Lateral-Load Test of an Aged Drilled Shaft
Johnson LD, Briaud J-L, Stroman WR
Finite-Element Analysis of Drilled Piers Used for Slope Stabilization
Oakland MW, Chameau JA
Helical Anchor Piles Under Lateral Loading
Puri VK, Stephenson RW, Dziedzic E, Goen L
Testing and Analysis of Two Offshore Drilled Shafts Subjected to Lateral Loads
Long JH, Reese LC
Design of Laterally Loaded Displacement Piles Using a Driven Pressuremeter
Robertson PK, Hughes JMO, Campanella RG, Sy A
Index
Committee: D18
Paper ID: STP835-EB
DOI: 10.1520/STP835-EB
ASTM International is a member of CrossRef.
0-8031-0207-0
978-0-8031-0207-1
STP835-EB
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