Full text: Proceedings; XXI International Congress for Photogrammetry and Remote Sensing (Part B5-2)

The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B5. Beijing 2008 
1099 
The accurate geometrical information obtained, was used as 
input for the PHASE 2-6.0 geotechnical software of 
Rockscience Inc. for preliminary geostructural FE analysis and 
allowed a) the reproduction of case history of an intensely 
distorted part of the North Wall through back analysis 
procedure and the calibration of mechanical parameters of 
materials involved as well and b) the evaluation of potential 
effect of reburial embankment on the North Wall in contact, 
with use of the calibrated parameters derived from the previous 
case. 
The results of the analyses are proven promising for a 
successful geostructural simulation of the circuit wall. 
Considering the serious wall’s “pathology”, the correct 
geostructural simulation, based on accurate geometric data is 
indispensable for the design analysis of the wall’s stability 
measures in the near future. 
REFERENCES 
Abramson, L.W., Lee, T.S., Sharma, S., Boyce, G.M. 2001. 
Slope stability and Stabilitzation Methods. John Wiley & Sons. 
Bowles E. Joseph, 1996. Foundation analysis and design, Me 
Graw Hill - International editions, 5th edition. 
EAK, 2000. Greek Antiseismic Code: Ministry of Public Works 
of Greece, <DEK 2184 B720-12-1999. 
Egglezos, D., 2006. Geotechnical Study for the Reburial of 
Arrephorion monument. Acropolis Restoration Service 
Yn.nO./Y.I.M.A. (in Greek). 
Egglezos D., Moullou D. 2008. Acropolis Circuit Wall: Studies, 
research and interventions. The Acropolis Restoration News. 
Eurocode 7, 1995. European standards for design of 
geotechnical projects. 
Eurocode 8, 1998. European standards for earthquake design. 
Georgopoulos, A., Makris, G.N., Dermentzopoulos, A., 2005. 
An alternative method for large scale orthophoto production. 
Proceedings XX CIPA International Symposium, Torino, Italy 
26 September - 1 October, 
http://cipa.icomos.org/fileadmin/papers/Torino2005/300.pdf. 
Forslope 1.2, 2004. Software code for design of reinforced 
walls and embankments. Huesker Synthetics, Germany. 
Kavvadas, M., 2002. Elements of Soil Mechanics. N.T.U.A., 
Athens, Greece (in Greek). 
Koemer, R.M., 1998. Designing with Geosynthetics. Prentice 
Hall, 4th edition. 
Korres, M., 2004. The Pedestals and the Akropolis South Wall. 
“Attalos, Athens and the Acropolis”. Cambridge University 
Press, pp. 242-337. 
Kramer, S.L., 1996. Geotechnical earthquake engineering. 
Prentice Hall, Inc., Upper Saddle River, NJ, USA. 
Leshchinsky, D. and Boedeker, R. H., 1989. Geosynthetic 
reinforced earth structures. Journal of Geotechnical Engineering, 
ASCE, 115(10), pp. 1459-1478. 
Leshchinsky, D., Ling, H. L, and Hanks, G., 1995. Unified 
Design Approach to Geosynthetic-Reinforced Slopes and 
Segmental Walls. Geosynthetics International, 2(5), pp. 845- 
881. 
Manidaki, V., 2006. Architectural Study for the Reburial of 
Arrephorion monument. Acropolis Restoration Service 
Yn.nO./Y.I.M.A. (in Greek). 
Mavromati, D., Petsa, E., Karras, G., 2002. Theoretical and 
practical aspects of archaeological orthoimaging. International 
Archives of Photogrammetry & Remote Sensing, 34(5), pp. 413- 
418. 
Medley, E., Zekkos, D., 2007. Seismic performance of rock 
bolts structures with observations from the October 2006 
Hawaii earthquake. 4ICEGE, Thessaloniki, Greece. 
Moullou, D., Ioannidou, M., 2006. The principle of publicity as 
applied to the Acropolis Restoration Works: How the 
application of information technology can be beneficial. II 
Giornata Gregoriana. II Tempio della Concordia. Storia e 
Restauri, Agrigento, Italy, November 24-25 (in print). 
Moullou, D., Mavrommati, D., 2007. Topographic and 
Photogrammetric Recording of the Acropolis of Athens. 
Proceedings XXI CIPA International Symposium, Athens, 
Greece, October 1-6. 
Papazachos V., Papazachou K., 2003. Earthquakes in Greece. 
Ziti editions. (In Greek) 
Rockscience Inc., 2005. Phase2 6.0, A 2-D FE elastoplastic 
Code for geotechnical applications. Toronto, Ontario, Canada. 
All pictures published belong to the ESMA (Committee for the 
Preservation of the Acropolis Monuments) archives.
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.