"Deep Supported Excavation in Urban Environment"
| "Measured vs. Predicted behavior" Degree thesis of Dimitris P. Zekkos Civil Engineering Department, University of Patras Greece, under the supervision of Professor George A. Athanasopoulos |
Basic information about the site, the project and the research
The site of the excavation is located in the coastal area of the city of Patras, Greece, where an entertainment/amusement center (BESO MARE) with an underground two-story
parking garage was recently constructed. The case of a supported, 7.5m deep, excavation in soft clayey-silty soil is studied.
The soil conditions
The soil profile at the project site consists of alternating layers of soft clayey/sandy silt down to 12.5m from the ground surface, where a dense well-graded sandy-gravelly
layer is encountered. The water table is located at a depth of 1.20m below ground surface.
The deep excavation
The plan dimensions of the excavated area were 130m by 60m and the surrounding soil masses were supported by a reinforced concrete diaphragm walls (to a depth of 12.5
m) anchored at the level of 2.20m by prestressed tiebacks at an average horizontal spacing of 1.75m.
The measurements of deformations of the diaphragm walls
The lateral deformations of the support system were measured by taking inclinometer measurements at two of the sides (short side and long side) of the excavation. The
inclinometer casings were installed vertically at the interior of the diaphragm walls and far from the corners. The inclinometers measurements were taken at the following
stages : before excavation, at excavation level of –2.20m (before and after prestressing the tiebacks) and at final excavation. The maximum measured values of lateral
deformation were found to be 3mm and 19mm for the cases of the long and short sides of excavation, respectively.
The modeling of the behavior of the system using the Finite Element Method
The behavior of the supported excavation was modeled by the FEM using the PLAXIS 7.2 code under plane strain condition. The analysis took into account all the successive
stages of the excavation and installation of anchors whereas the selection of soil properties used in the calculations was based on the results of the geotechnical
investigation performed at the site.
The results of the measured vs. predicted behavior of the system
A comparison between measured and estimated values of lateral deformation showed relatively good agreement concerning both the distribution of deformations with depth
as well as their corresponding magnitudes.
The thesis is available to be downloaded for free in Greek Language
Contents of the thesis
Cover
Table of Contents
Introduction
Chapter 1 - Purpose of the report and description of its contents
Chapter 2 - Description of the site conditions and the procedure and techniques of construction of the supporting system.
Chapter 3 - Description of the installation of inclinometers at three locations at the interior of the diaphragm walls and of the performance of measurement of the lateral
deformation of the support system in different stages of construction. Discussion of results
Chapter 4 - Numerical analyses of the stability of the excavations and comparison of the predicted vs. measured behavior of the system.
Chapter 5 - Findings
Appendix A - Figures from the excavation
Appendix B - Drawing and figures of the anchoring systems.
Related Material
The site of the excavation is located in the coastal area of the city of Patras, Greece, where an entertainment/amusement center (BESO MARE) with an underground two-story
parking garage was recently constructed. The case of a supported, 7.5m deep, excavation in soft clayey-silty soil is studied.
The soil conditions
The soil profile at the project site consists of alternating layers of soft clayey/sandy silt down to 12.5m from the ground surface, where a dense well-graded sandy-gravelly
layer is encountered. The water table is located at a depth of 1.20m below ground surface.
The deep excavation
The plan dimensions of the excavated area were 130m by 60m and the surrounding soil masses were supported by a reinforced concrete diaphragm walls (to a depth of 12.5
m) anchored at the level of 2.20m by prestressed tiebacks at an average horizontal spacing of 1.75m.
The measurements of deformations of the diaphragm walls
The lateral deformations of the support system were measured by taking inclinometer measurements at two of the sides (short side and long side) of the excavation. The
inclinometer casings were installed vertically at the interior of the diaphragm walls and far from the corners. The inclinometers measurements were taken at the following
stages : before excavation, at excavation level of –2.20m (before and after prestressing the tiebacks) and at final excavation. The maximum measured values of lateral
deformation were found to be 3mm and 19mm for the cases of the long and short sides of excavation, respectively.
The modeling of the behavior of the system using the Finite Element Method
The behavior of the supported excavation was modeled by the FEM using the PLAXIS 7.2 code under plane strain condition. The analysis took into account all the successive
stages of the excavation and installation of anchors whereas the selection of soil properties used in the calculations was based on the results of the geotechnical
investigation performed at the site.
The results of the measured vs. predicted behavior of the system
A comparison between measured and estimated values of lateral deformation showed relatively good agreement concerning both the distribution of deformations with depth
as well as their corresponding magnitudes.
The thesis is available to be downloaded for free in Greek Language
Contents of the thesis
Cover
Table of Contents
Introduction
Chapter 1 - Purpose of the report and description of its contents
Chapter 2 - Description of the site conditions and the procedure and techniques of construction of the supporting system.
Chapter 3 - Description of the installation of inclinometers at three locations at the interior of the diaphragm walls and of the performance of measurement of the lateral
deformation of the support system in different stages of construction. Discussion of results
Chapter 4 - Numerical analyses of the stability of the excavations and comparison of the predicted vs. measured behavior of the system.
Chapter 5 - Findings
Appendix A - Figures from the excavation
Appendix B - Drawing and figures of the anchoring systems.
Related Material
- A powerpoint edition of the thesis presented in the 1st Hellenic Civil Engineering Students Conference and translated in English, is available here.
- Photos from the construction in html form will become available soon...