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Kama. türü y en ilmeleri n olasılıklı risk haritasının hazı rlannıas ma bir örnek :Altındağ (Ankara)

Am example for preparation of probabilistic risk mmp of wedge type faüures:Altındağ (Ankara)

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Abstract (2. Language): 
The evaluation of potential rock slope failures using stereographic projection techniques known as kinematic analysis is one of the most important parts of a slope stability investigation to be carried out in in jointed rock media.., In conventional stereoprojection techniques for the assessment of possible rock slope failures,, the peak orientations of joints together with the slope geometry and the friction angle of the weakness planes are used,, Other possiMe joint orientations which may be encountered in the rock media are ignored.. In the presemi study, possible wedge failures which can develop in jointed andésites cropped out .Ankara, and its vicinity were investigated using both conventional and probabilistic kinematic analysis methods, and risk maps were produced using the results obtained from kinematic analysis and. a. comparison was made between the results: According to the results obtained front this study, probabilistic risk map are more realistic than the map using conventional kinematic analysis,, because, all the actual wedge type slope failures developed in the study area are located on the risk zones of the probabilistic risk map. When three peak orientations of the discontinuities are used for the preparation of the risk map, 20% of the study shows wedge type failure risk. However, 'this value goes up to 73% when the probabilistic kinematic analysis: is applied, in conclusion, each possible discontinuity orientation must be taken into consideration in a kinematic analysis research program.. This phenomenon is important for the selection and planning of settlement regions particularly, because,, a failure can cause important hazards ami loss of life.. Besides, the procedure described in the present study is very simple.
Abstract (Original Language): 
Eklemli kaya kütleleri içerisinde yapılan şev durayblığı araştırmalarının en. önemli, aşamalarından birisini stereografik projeksiyon tekniklerini kullanarak gerçekleştirilen kinematik analizler oluşturur,, .Klasik yöntemler kullanılarak kaya şevlerinin olası yenilmelerinin incelenmesinde, eklem yönelimlerimin en yoğun olduğu konumun yanı sıra şev geometrisi ve .zayıflık düzleminin sürtünme açısı parametre olarak kullanılır. Bu durumda merkezde yoğunlaşmayan ancak şevin duraysızlı.ğım kontrol edebilecek diğer konumlar gözanh edilir. Bu çalışmada Ankara ve civarında yüzeylenen eklemli andezit kitlesi içerisinde gelişebilecek olası kama. tirîi yenilmelerin analizi hem klasik kinematik analiz nem de olasılıklı kinematik .analiz, yöntemleriyle araştırılmış ve elde edilen sonuçlar kullanılarak risk haritaları üretilmiş ve bir karşılaştırma yapılmıştır.
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REFERENCES

References: 

Baecher, G.B., ve Einstein,. H.H., 1.978... Slope stability
models in pit optimisation.., International
Proceedings 16 Apcom Sysmp.,
Tucson, AZ, U.S.A.,, 501 -512.
Barton, M.R., 1973'. Review of a new shear strength
criterion for' rock joints, Engineering' Geology,
7, 287-332.,
Carosso, G., DelGrcco, O., ve Giani, G.P., 1987,. Someprobabilistic
.approaches to stability .analysis
of open pit explorations. In Proceedings of
International Symposium, on Engineering;
Geology, Beijing, China, 881-891.
Chiao, L.Y., 1985. Fortran-V program for conttoring
point density on PI diagrams using a microcomputer.
Computer and. Geosciences,
11(5)647-657.
Chowdhury, R..N.,,, 1986. Geomechanics risk model
for1 multiple failures along rock, discontinuities,.
International Journal of Rock
Mechanics Mining Science and. Geomechanics,
Abstracts, 23 (5) 337-346...
Chowdhury, R.N., 1987,. Risk of slip along discontinuities
in. a heterogenous medium. Mining
Science and Technology,, 4, 241-255.,
Diederich, M.S.., Hoek, E., 1.989,. DIPS, A computer
program for' streographic net, (Version
2.2, Advenced Version). Rock Engineering
Group, Department of Civil Engineering,,
University of Toronto.
DM.1, (Devlet Meteoroloji İşleri) 1997,. Çubuk istasyonu
sıcaklık ve yağış, verileri.,, Ankara-
Eastman, JLR.,. 1992,, ID'RISI: A grid-based geographic
analyses system,, User's guide (Ver. 4.1),
Clark University, Massachusetts, 178 p.
Einstein, H.H., Baecher, G.B., 1983. Probabilistic
and. statistical methods in engineering geology,
specific methods and examples,
Rock Mechanics and Rock Engineering,
1.6, 39-72.
Ercanoğliî, M., 1997. Altındağ (Ankara) yerleşim
bölgesindeki andezitlerde olası şev duraysızlık
modellerinin incelenmesi ve duraysızlık
risk haritasının oluşturulması, Hacettepe
Üniversitesi Fen Bilimleri Enstitüsü,
Ankara,, Yüksek Mühendislik Tezi, 83
s (yayımlanmamış).
••»
Erentöz, C, 1975, 1/15000 ölçekli Türkiye Jeoloji
Haritası, Ankara Bölgesi,, MTA Yayınları,,
111 s.
Erol, O., 1961.. Ankara bölgesinin tektonik gelişimi,
Türkiye Jeoloji Kurumu Yayınlan, 7,
57-85 .
Goodman, R.E.,1980. Introduction to Rock Mechanics.,
John Wiley and Sons, New York,,, 478p.
Gökçeoğlu, C, Sönmez, H., Ereanoğlu, M., 2000..
DisconliiiLiity controlled probabilistic slope
failure risk maps of the .Altındağ (seulement)
region in Turkey, Engineering
Geology, 55, 277-296..
Hock, E. ve Bray,, J.I98L Rock Slope Engineering,
Institute of Mining and Metallurgy, London,
358 p.
Hoerger,, S .F., ve Young, D.S., 1987.. Predicting local
rock .mass behavior using geosta.tisti.es. In
Proceedings of 28th Symposium, in Rock
Mechanics, Rotherdam, Balkema, 99-106.
TSRM, 1981. Rock Characterization,, Testing and
Monitoring-LSRM Suggested Methods,
Pcrgamon Press, Oxford, Brown, E.T.
fed.), 211 p.
Kasapoğlu, K.E., 1980. Ankara kentinin jeo-miihendislik
özellikleri, Hacettepe Üniversitesi
Yerbilimleri Enstitüsü,,, Ankara, Doçentlik
Tezi, 206 s. (yayımlanmamış).
Kulatilake, P.H.S.W, 1988,. State-of-the-art in stochastic
joint geometry modeling. International
Proceedings of 29th US Symposium,
on Rock Mechanics, University of Minnesota
Minneapolis.
La Pointe,,, P.R., 1980. Analysis of the spatial variation
in rock mass properties through geostatistics.
International Proceedings of 21st
Symposium on Rock, Mechanics, Rolla,,,
MO, 570-580.
Leung, CF., Khook, S.C., 1987. Computer aided
analysis of rock slope stability,. Rock
Mechanics and. Rock Engineering., 20,
111-122.
Leung, CF., Quek, ST., 1995. Probabilistic stability
analysis of excavations in jointed rock.
Canadian Geotechnical Journal. 32: 397-
407.
Leventhal, A.R., Barker, C.S,, Ambrosis, L.P., 199.2,
Malanjkhve copper project-overview of
the geotechnical investigation for optimum
mining exploration. Regional
Symposium on Rock Slopes, India, 69-78.
Marek, J.M., Savely, J.P., 1978. Probabilistic analysis
of plane shear failure -mode. International
Proceedings of 19 th US
Symposium on Rock Mechanics, 40-44,.
McMahon, B.K., 1971. A statistical method for the
design of rock slopes,. International
Proceedings of 1st Australia-New Zealand
Conference on Geomechanics, 314-321..
McMahon, B..K,., 1975. Probability of failure and expect
volume of failure in high rock slopes.
International Proceedings of .2nd Australia-
New • Zealand Conference on
Geomechanics, Brisbane, Australia, SOSSI
4,.
Miller,, S.M., 1983. A statistical method to evaluate
homogénity of structural populations.
Mathematical Geology, Vol. 15 "No. 2,
- 317-328". " """' -
Morris, P., S totter, HJ., 1983. Open-cut design using
• probabilistic methods. In Proceedings of
5th International Congress on Rock. Mechanics,
Vol.l, CÎ07-113. • ..
Nonish, Ni.., Wyllie, D.C., 1996.. Rock slope stability
analysis.. Landslide Investigation and
Mitigation (Editors. Turner and Schuster)
Special. Report: 247, Transportation Research
Board National Research Council,, National
Academy Press., Washington,,, 673 p.
Qeal, A..., Özgenoğlu,, A.., 1995. A computer program
for kinematic analysis of rock slopes.,
Proceedings of the 4th International
Symposium on Mine Planning and Equipment
Selection, Canada.,, 1005-1010.
Pilant, W.L., 1989., A PC interactive slereonel plotting
program.. Computers and Geosciences,
15 (1). 43-4X.
Piteau, D.R., Martin, D..C, 1977.. Slope stability
analysis and design based on probability
techniques at Cassiar Mine Canadian
Mining Metallurgy Journal, March, 1-12.
Priest, S.D., 1985. Hemispherical Projection Methods
in Rock Mechanics, George Allen
and Un win, Boston, 124 p.
Priest, S.D., ve Brown, EX, 1983. Probabilistic stability
analysis of variable rock, slopes.
Transportation Institute Mining: Metallurgy,,
London, Vol.92
Sonniez,,, H.., Gökceoğhı, C, 1998. A computer program,
for the kinematical analysis of rock
slopes and. its application, Earthsciences
(Bull, of Earthsciences Application and
Research Center of Hacettepe University),,
20, 7.5-89 (in Turkish).,
Tharp, T.M., 1985,. Stability analysis for three-plane
wedges. Computers and Geosciences, 11
(4),, 417-428.
Tuncay, E.., 1999. TKl-Himmetoğlu linyit açık işletnıesindeki
şevlerin duraylılığının determinisük
ve olasılığa dayalı yöntemlerle
değerlendirilmesi.. Hacettepe Üniversitesi
Fen Bilinilen. Enstitüsü, Ankara, Yüksek
Mühendislik Tezi. 165 s. (yayımlanmamış).
Ulosay,, K,,. 1.975. Ankara kenti kuzey-orta bölgesinin
jeo-mühendislik özellikleri,, Hacettepe
Üniversitesi. Yerbilimleri Enstitüsü,, Ankara,,
Yüksek. Mühendislik Tezi, 81 s,.
(yayımlanmamış).
Wo, T..H,, Tang, W..HL, Einstein, H.H., 1996. Lvesli.
de Hazard and risk assessment. Landslides
Investigation and Mitigation,
(Editors Turner and Schuster) Special
Report 247'., Transportation Reseaeh Board
National Research Couneil, National.
Academy Press, Washington, 673 p.
Young,, D.S., 1993. Probabilistic slope analysis for
structural failure. International Journal of
Rock Mechanics Mining Science and
Geomechanics Abstracts,, Vol.30, No.7,
1623-1629..
Young, D.S., ve Hoerger, S.F., 1988. Geostatsitics
applications to rock mechanics,. International
Proceedings of 29 th. US
Symposium on Rock. Mechanics, Minneapolis,
MN, Brookfield.,, A.A.. Balkema,
271,-282,.
Zanbak, C, 1977, Statistical interpretation of discontinuity
contour diagram,, International
Journal of Rock Mechanics Mining:
Science and Geomechanics Abstracts,
V..14, 114,120,
Zhang,S., ve Tong, G., 1988. Computerized pole
concentration graphs using the Wulff
stereo graphic projection.. International
Jounal of Rock Mechanics an I Mining
Science and Geomechanics Abstracts,, 23
(1), 45-51.

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