All Issue

2019 Vol.29, Issue 3 Preview Page

September 2019. pp. 315-327
Abstract


References
1 

Baligh, M.M., Azzouz, A.S., Wissa, A.Z.E., Martin, R.T., Morrison, M.J., 1981, Piezocone penetrometer, Proceedings of Symposium on Cone Penetration Testing and Experience, St. Louis, ASCE, 247-263.

2 

Bishop, A.W., 1955, The use of slip circles in the stability analysis of slopes, Geotechnique, 5(1), 7-17.

10.1680/geot.1955.5.1.7
3 

Campanella, R.G., Gillespie, D., Robertson, P.K., 1982, Pore pressure during cone penetration testing, Proceedings of the 2nd European Symposium on Penetration Testing, ESOPT II, Balkema, Pub. Amsterdam A.A., 507-512.

4 

Day, R.W., 2011, Forensic geotechnical and foundation engineering, McGraw-Hill, New York.

5 

Duncan, J.M., 1996, State of the art: limit equilibrium and finite element analysis of slopes, Journal of Geotechnical and Geoenvironmental Engineering, 117(12), 577-596.

10.1061/(ASCE)0733-9410(1996)122:7(577)
6 

Geo-Slope, 2004, User's guide, SLOPE/W for slope stability analysis, Geoslope International, Calgary, 444p.

7 

Janbu, N., 1968, Slope stability computations, soil mechanics and foundations engineering report, The Technical University of Norway, Trondheim.

8 

Katz, O., Aharonov, E., 2006, Landslides in vibrating sand box: What controls types of slope failure and frequency magnitude relations?, Earth and Planetary Science Letters, 247(3-4), 280-294.

10.1016/j.epsl.2006.05.009
9 

Kjekstad, O.L., Lunne, T., Clausen, C.J.F., 1978, Comparison between in situ cone resistance and laboratory strength for overconsolidated North Sea clays, Marine Geotechnology, 3(1), 13-36.

10.1080/10641197809379792
10 

Klar, A., Aharonov, E., Kalderon-Asael, B., Katz, O., 2011, Analytical and observational relations between landslide volume and surface area, Journal of Geophysical Research, 116, F02001, 1-10.

10.1029/2009JF001604
11 

Lunne, T., Christofferson, H.P., Tjelta, T.I., 1985, Engineering use of piezocone data in North Sea clays, Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Balkema Pub. Rotterdam, 2, 907-912.

12 

Lunne, T., Kleven, A., 1981, Role of CPT in North Sea foundation engineering, Proceedings of session at the ASCE National Convention: Cone Penetration Testing and Experience, St. Louis, 76-107.

13 

Mitchell, J.K., Chang, M., Seed, R.B., 1993, University of the kettleman hills landfill failure: A retrospective view of the failure investigations and lessons learned, 3rd International Conference on Case Histories in Geotechnical Engineering, 1379-1392.

14 

Peng, R., Hou, Y., Zhan, L., Yao, Y., 2016, Back-analyses of landfill instability induced by high water level: Case study of shenzhen landfill, International Journal of Environmental Research and Public Health, 13(126), 1-17.

10.3390/ijerph1301012626771627PMC4730517
15 

Rad, N.S., Lunne, T., 1988, Direct correlations between piezocone test results and undrained shear strength of clays, Proceedings of the International Symposium on Penetration Testing, ISOPT-1, Orlando, Balkema Pub. Rotterdam, 2, 911-917.

16 

Rahardjo, H., Ong, T.H., Rezaur, R.B., Leong, E.C., 2007, Factors controlling instability of homogeneous soil slopes under rainfall, Journal of Geotechnical and Geoenvironmental Engineering, 133(12), 1532-1543.

10.1061/(ASCE)1090-0241(2007)133:12(1532)
17 

Schlumberger, L., 1989, Log Interpretation Principles/Applications, Schlumberger Education Services, Texas, 241p.

18 

Schmertmann, J.H., 1978, Guidelines for cone penetration test, performance and design, Report FHWA-TS-787-209, Federal Highway Administration, Washington, 145.

19 

Stark, C.P., Guzzetti, F., 2009, Landslide rupture and the probability distribution of mobilized debris volumes, Journal of Geophysical Research Atmospheres 114(2) F00A02, 1-16

10.1029/2008JF001008
20 

Towhata, I., 2007, On failure of municipal waste landfill, Progress in Landslide Science, 147-149.

10.1007/978-3-540-70965-7_10
21 

Varnes, D.J., 1978, Slope movement and types and preocesses Landslides; analysis and control, transportation research board, National Academy of Sciences, Washington D.C., Special Report 176, Chap.2, 11-33.

22 

Yoo, H.-K., Choi, B.-H., 2002, Analysis of factors affecting the slope stability of uncontrolled waste landfill, Journal of the Korean Geoenvironmental Society, 3(1), 5-12 (in Korean with English abstract).

Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 29
  • No :3
  • Pages :315-327
  • Received Date :2019. 09. 03
  • Accepted Date : 2019. 09. 19