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SEDL / STP / STP670-EB
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STP670
Behavior of Deep Foundations
Lundgren R
Pages: 616
Published: 1979
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The symposium on Behavior of Deep Foundations was held during the June Committee Week of the American Society for Testing and Materials, 25-30 June 1978, in Boston, Mass. ASTM Committee D18 on Soil and Rock for Engineering Purposes sponsored the symposium. The symposium Committee members were: Raymond Lundgren, Roy Bell, R. D. Darragh, M. I. Esrig, L. C. Reese, M. T. Davisson, and F. M. Fuller. Lundgren also served as editor of this publication.
Table of Contents
Introduction
Lundgren R.
Discussion
Design and Evaluation of Load Tests on Deep Foundations
Reese L.
Soil Capacity for Supporting Deep Foundation Members in Clay
Esrig M., Kirby R.
Stresses in Piles
Davisson M.
State-of-the-Art Pile Design Practice—Current and Proposed as Reflected in Building Codes
Fuller F.
Structural Properties of Timber Pile
Armstrong R.
Analysis of Load Tests on Instrumented Steel Test Piles in Compressible Silty Soil
Bozozuk M., Keenan G., Pheeney P.
Interpreting End-Bearing Pile Load Test Results
Brierley G., Eller C., Thompson D.
Analytical Methods to Predict Pile Capacities
Cheeks J.
Failure During Construction and Subsequent Rehabilitation and Performance of a Dynamically Cast-in-Place Concrete Pile Foundation
Clark J.
Influence of Residual Installation Forces on the Stress Transfer and Settlement Underworking Loads of Jacked and Bored Piles in Cohesive Soils
Cooke R.
Load Transfer from Bored, Cast-in-Situ Piles in London Clay
Cooke R.
Timber Piles in Standards, Codes, and Practice
Diekmann E.
Behavior of Steel Piles During Installation and Service
Dismuke T.
Influence of Codes and Standards on the Use of Steel Piles
Dismuke T.
Capacity of Reinforced and Prestressed Concrete Pile Sections
Gamble W.
Design of High-Performance Prestressed Concrete Piles for Dynamic Loading
Brauner H., Gerwick B.
A Rational Procedure for Evaluating the Behavior of Impact-Driven Piles
Clough G., Holloway D., Vesic A.
Load Testing of Instrumented 225-Foot-Long Prestressed Concrete Piles
Lacy H.
Special Requirements for Testing Auger-Placed Grout Piles
Lamb G.
Interpretation of Load Tests on High-Capacity Driven Piles
Leonards G., Lovell D.
Static and Cyclic Axial Load Tests on a Fully Instrumented Pile
Fischer J., Lu T., Miller V.
Cyclic Pile Load Testing—Loading System and Instrumentation
Fischer J., Lu T., Miller V.
Pile Load Tests to Evaluate Load Transfer Mechanisms
Montgomery M.
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 M., Wroth C.
Determination of Pile Damage by Top Measurements
Goble G., Rausche F.
Building Code Requirements for Maximum Design Stresses in Piles
Rempe D.
Horizontal Subgrade Reaction Estimated from Lateral Loading Tests on Timber Piles
Robinson K.
Field Evaluation of Caisson-Shale Interaction
Garvin R., Spanovich M.
Influence of Driving Stresses on the Development of High Pile Capacities
Thompson C., Thompson D.
Stress and Deformation in Single Piles Due to Lateral Movement of Surrounding Soils
Scheessele D., Wang M., Wu A.
Capacity of Axially Loaded Bent Piles in a Bearing Stratum Overlain by a Thick Layer of Soft Clay
Fox R., Wu A.
Index
Committee: D18
Paper ID: STP670-EB
DOI: 10.1520/STP670-EB
ISBN-EB: 978-0-8031-4740-9
 ASTM International is a member of CrossRef.
0-8031-0291-7
978-0-8031-0291-0
STP670-EB
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