Edited by: B.H.V. Topping
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| Preliminaries |
| 1 | CONSTRUCTION |
|
| 1.1 |
Life Cycle Costing of Office Buildings at the Preliminary Design Stage
A.C. Khanduri, C. Bédard and S. Alkass |
1 |
| 1.2 |
A Computer based Simulation of Concreting Operations
E. Alkoc |
9 |
| 1.3 |
A Computer Model for the Assessment of Construction Price Changes under High Inflation
C. Maroun and S Alkass |
15 |
| 2 | CONSTRUCTION MANAGEMENT |
|
| 2.1 |
An Integrated Performance Evaluation System (IPES)
C. Randall, P.H. McGowan and R.M.W. Horner |
25 |
| 2.2 |
Computer Aided Productivity Analysis
J. Christian and D. Hachey |
33 |
| 2.3 |
Chance Design Costs - A Distributional Limit
R.M. Stark |
39 |
| 2.4 |
Integrating Project Time with Cost and Price Data
D. Bower, P.A. Thompson, P.H. McGowan and R.M.W. Horner |
41 |
| 3 | GEOTECHNICAL ENGINEERING: ANALYSIS AND DESIGN |
|
| 3.1 |
An Algorithm for Settlement of Piles in Stratified Soils
C. Romanel, P. Rocha Filho and M.A. Cangussu |
51 |
| 3.2 |
Dynamic Flexible Matrix of Soil Layer to Laterally Loaded Piles
K. Sun and J.A. Pires |
57 |
| 3.3 |
Computing Pearson - III Statistics
P.H. McDonald |
65 |
| 3.4 |
Static and Dynamic Earth Pressure Behind Retaining Wall
V.K. Puri, B.M. Das, S.C. Yen, M.A. Wright and J.R. Marcano |
73 |
| 3.5 |
Integrated Computer Aided Foundation Design
A. Nanda and S. Kumar |
79 |
| 3.6 |
Allowable Bearing Capacity of Shallow Foundations on Geogrid-Reinforced Sand
B.M. Das, V.K. Puri, S.C. Yen, E.E. Cook and M.A. Wright |
89 |
| 4 | GEOTECHNICAL ENGINEERING: MODELLING AND TESTING |
|
| 4.1 |
Non-Associated Anisotropic Elasto-Plastic Models for Clays
A.R. Bondok |
95 |
| 4.2 |
Liquefaction Characteristics of Silts
S. Singh |
101 |
| 4.3 |
A Computer Control System for Stress Path Triaxial Testing
D.G. Toll |
107 |
| 4.4 |
Spatial Distribution of Infiltration in the Field
Z. Li and L.W. Apperley |
115 |
| 5 | GEOTECHNICAL ENGINEERING: ANALYSIS AND DESIGN |
|
| 5.1 |
The Application of a Soil Structure Interaction Procedure to the Analysis and Design of Raft Foundations
I.D. Lefas, V.N. Georgiannou and D.A. Shepherd |
123 |
| 5.2 |
Partially Saturated Consolidation of Embankment Dams During Construction
A. Nanda |
133 |
| 6 | GEOTECHNICAL ENGINEERING: FINITE ELEMENT ANALYSIS |
|
| 6.1 |
Effect of Fluid Bulk Modulus Variation on the Critical Time Step for Dynamic Analysis of Saturated Soil using an Explicit U-W Scheme
A.H.C. Chan, O.O. Famiyesin and D. Muir Wood |
141 |
| 6.2 |
Finite Element Analysis of Shafts and Tunnels for the Superconduction Super Collider Project
Wern-ping Chen and S. Bauldauf |
153 |
| 6.3 |
An Absorbing Boundary Condition for Wave Propagation in Saturated Poroelastic Media: Finite Element Formulation
G. Degrande and G.De Roeck |
161 |
| 6.4 |
Finite Element Modelling of Vertical Anchor Walls in Sand
E.A. Dickin and G.J.W. King |
171 |
| 7 | TRAFFIC ENGINEERING |
|
| 7.1 |
A Heuristic Model for Toll Personnel Scheduling
S. Lambropoulos, N. Manolopoulos and D. Cattrysse |
183 |
| 8 | WATER ENGINEERING |
|
| 8.1 |
A Short Term Simulation Model for the Hourly Operation of a Hydro-Electric System
P.S.F. Barbosa, C.C. Pereira and P.M.A. Sapia |
191 |
| 8.2 |
Optimal Design of Hydraulic Networks for Water Supply
P.S.F. Barbosa and A.P. Graciano |
197 |
| 8.3 |
Quality Assurance of Concrete Construction through the Use of Computers
K.C. Hover, G.L. Johnson and C.W. Farrell |
203 |