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Laterally Loaded Deep Foundations: Analysis and Performance Langer JA Pages: 264       Published: 1984

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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

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0-8031-0207-0
978-0-8031-0207-1
STP835-EB