Numerical Methods for Civil Engineers
Project Year 2025
Title: Numerical Modelling and Analysis of a Water
Retention Structure under Varying Soil and Load
Conditions
, TABLE OF CONTENTS
1.0 INTRODUCTION............................................................................................................. 3
2.0 PROJECT SCOPE.......................................................................................................... 3
2.1 Type of the structure and location ........................................................................... 3
2.2 Subsurface and soil conditions ................................................................................ 3
2.3 Environmental and hydraulic conditions ................................................................. 3
3.0 METHODOLOGY............................................................................................................ 4
4.0 TEAM ROLES AND RESPONSIBILITIES ...................................................................... 4
5.0 CONCLUSION ................................................................................................................ 5
Project Year 2025
Title: Numerical Modelling and Analysis of a Water
Retention Structure under Varying Soil and Load
Conditions
, TABLE OF CONTENTS
1.0 INTRODUCTION............................................................................................................. 3
2.0 PROJECT SCOPE.......................................................................................................... 3
2.1 Type of the structure and location ........................................................................... 3
2.2 Subsurface and soil conditions ................................................................................ 3
2.3 Environmental and hydraulic conditions ................................................................. 3
3.0 METHODOLOGY............................................................................................................ 4
4.0 TEAM ROLES AND RESPONSIBILITIES ...................................................................... 4
5.0 CONCLUSION ................................................................................................................ 5
