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Digital Library / STP / STP670-EB
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Behavior of Deep Foundations
Lundgren R
Pages: 616
Published: 1979
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Description
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
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