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STP835 Laterally Loaded Deep Foundations: Analysis and Performance Langer JA, Mosley ET, Thompson CD Pages: 264 Published: 1984 PDF (3.5M): $55 Print: $55 Print + PDF: $82.50 Save 25%!

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Table of Contents

Introduction
Langer J.

Panel Discussion


Summary
Mosley E., Thompson C.

A New Solution for the Resistance of Single Piles to Lateral Loading
Beikae M., Pyke R.

Horizontal Subgrade Modulus of Granular Soils
Habibagahi K., Langer J.

Microcomputer Analysis of Laterally Loaded Piles
Sogge R.

On the Torsional Stiffness of Rigid Piers Embedded in Isotropic Elastic Soils
Selvadurai A.

Analysis of a Pile Group Under Lateral Loading
Aurora R., Reese L., Wright S.

Generalized Behavior of Laterally Loaded Vertical Piles
Gleser S.

Laterally Loaded Piles and the Pressuremeter: Comparison of Existing Methods
Briaud J., Meyer B., Smith T.

Simplified Elastic Continuum Applied to the Laterally Loaded Pile Problem—Part 1: Theory
Horvath J.

Lateral-Load Tests on 25.4-mm (1-in.) Diameter Piles in Very Soft Clay in Side-by-Side and In-Line Groups
Cox W., Dixon D., Murphy B.

Lateral-Load Tests on Drilled Pier Foundations for Solar Plant Heliostats
Askari S., Bhushan K.

Suggested Procedure for Conducting Dynamic Lateral-Load Tests on Piles
Gle D., Woods R.

Lateral-Load Test of an Aged Drilled Shaft
Briaud J., Johnson L., Stroman W.

Finite-Element Analysis of Drilled Piers Used for Slope Stabilization
Chameau J., Oakland M.

Helical Anchor Piles Under Lateral Loading
Dziedzic E., Goen L., Puri V., Stephenson R.

Testing and Analysis of Two Offshore Drilled Shafts Subjected to Lateral Loads
Long J., Reese L.

Design of Laterally Loaded Displacement Piles Using a Driven Pressuremeter
Campanella R., Hughes J., Robertson P., Sy A.

Index


Committee: D18
Paper ID: STP835-EB
DOI: 10.1520/STP835-EB
ISBN-EB: 978-0-8031-4901-4

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