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Behavior of Deep Foundations Lundgren R Pages: 616       Published: 1979

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Table of Contents

Introduction
Lundgren R

Discussion


Design and Evaluation of Load Tests on Deep Foundations
Reese LC

Soil Capacity for Supporting Deep Foundation Members in Clay
Esrig MI, Kirby RC

Stresses in Piles
Davisson MT

State-of-the-Art Pile Design PracticeCurrent and Proposed as Reflected in Building Codes
Fuller FM

Structural Properties of Timber Pile
Armstrong RM

Analysis of Load Tests on Instrumented Steel Test Piles in Compressible Silty Soil
Bozozuk M, Keenan GH, Pheeney PE

Interpreting End-Bearing Pile Load Test Results
Brierley GS, Thompson DE, Eller CW

Analytical Methods to Predict Pile Capacities
Cheeks JR

Failure During Construction and Subsequent Rehabilitation and Performance of a Dynamically Cast-in-Place Concrete Pile Foundation
Clark JI

Influence of Residual Installation Forces on the Stress Transfer and Settlement Underworking Loads of Jacked and Bored Piles in Cohesive Soils
Cooke RW

Load Transfer from Bored, Cast- Piles in London Clay
Cooke RW

Timber Piles in Standards, Codes, and Practice
Diekmann EF

Behavior of Steel Piles During Installation and Service
Dismuke TD

Influence of Codes and Standards on the Use of Steel Piles
Dismuke TD

Capacity of Reinforced and Prestressed Concrete Pile Sections
Gamble WL

Design of High-Performance Prestressed Concrete Piles for Dynamic Loading
Gerwick BC, Brauner HA

A Rational Procedure for Evaluating the Behavior of Impact-Driven Piles
Holloway DM, Clough GW, Vesic AS

Load Testing of Instrumented 225-Foot-Long Prestressed Concrete Piles
Lacy HS

Special Requirements for Testing Auger-Placed Grout Piles
Lamb GE

Interpretation of Load Tests on High-Capacity Driven Piles
Leonards GA, Lovell D

Static and Cyclic Axial Load Tests on a Fully Instrumented Pile
Lu TD, Fischer JA, Miller VG

Cyclic Pile Load TestingLoading System and Instrumentation
Lu TD, Miller VG, Fischer JA

Pile Load Tests to Evaluate Load Transfer Mechanisms
Montgomery MW

Field Tests on Vertical Piles Under Static and Cyclic Horizontal Loading in Overconsolidated Clay
Price G

A Simple Approach to Pile Design and the Evaluation of Pile Tests
Randolph MF, Wroth CP

Determination of Pile Damage by Top Measurements
Rausche F, Goble GG

Building Code Requirements for Maximum Design Stresses in Piles
Rempe DM

Horizontal Subgrade Reaction Estimated from Lateral Loading Tests on Timber Piles
Robinson KE

Field Evaluation of Caisson-Shale Interaction
Spanovich M, Garvin RG

Influence of Driving Stresses on the Development of High Pile Capacities
Thompson CD, Thompson DE

Stress and Deformation in Single Piles Due to Lateral Movement of Surrounding Soils
Wang MC, Wu AH, Scheessele DJ

Capacity of Axially Loaded Bent Piles in a Bearing Stratum Overlain by a Thick Layer of Soft Clay
Wu AH, Fox RR

Index


Committee: D18
Paper ID: STP670-EB
DOI: 10.1520/STP670-EB

ASTM International is a member of CrossRef.
0-8031-0291-7
978-0-8031-0291-0
STP670-EB