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K0 KOŞULLARIND A YANAL TOPRAK BASINÇLARI İÇİN YAKLAŞIM

AN APPROXIMATION TO LATERAL EARTH PRESSURES FOR Ko CONDITION

Journal Name:

  • Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi

Publication Year:

  • 1999

Key Words:

Keywords (Original Language):

Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
In this study, the determination of lateral earth pressures of soils or Ko parameter is considered. For this effect, the deformation and the variations in the shear stresses of the soils placed in an oedometer set up were investigated. Based on this data, a general method which can be used in the calculation of lateral pressures of soils has been proposed. The study was carried out on a cohesive soil having two different group symbol and sandy soils with different relative densities. The lateral pressure values measured by thin wall oedometer technique are in very good agreement with those obtained by calculation. In conclusion, lateral earth pressures or the Ko values are depend upon the distribution of the samples, their relative density and consistancy, the magnitude of the pre-consolidation pressure. The proposed method is a simple and economic technique as regards to the approximation and experimentation.
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Abstract (Original Language): 
Bu çalışmada zeminlerin yanal toprak basınçları veya K0 parametresinin tayini ele alınmıştır. Bu etki için bir odömetre aletine konulan zemin örneğine ait kayma gerilemelerinin değişimi ve deformasyonları incelenmiştir. Bu verilere dayanarak yanal toprak basınçlarının hesaplanabildiği genel bir yöntem ileri sürülmüştür. Araştırmalar, farklı iki grup sembolüne sahip kohezif zemin ile farklı rölatif sıkılıktaki kumlu zeminler üzerinde sürdürülmüştür. İnce cidarlı odömetre tekniği ile ölçülen ve hesaplanan yanal basınç değerleri; birbirlerine oldukça yakındır. Sonuç olarak; yanal toprak basınçları veya K0 değerleri, zemin örneklerinin bozulup bozulmadığına; örneklerin rölatif sıkılık ve konsistansına, ön konsolidasyon basıncının büyüklüğüne bağlıdır. İleri sürülen yöntem, hem ekonomik hem de basit bir yöntemdir.
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  • Turkish

REFERENCES

References: 

Abdulhamid, M. S., and Krizek, R. J. 1976. "At Rest Lateral Earth Pressure of a Consolidation Clay", Journal of Geotecnical Engineering, 7, 721.
U. S. A.
Andrews, K. Z. and El-Shoby, M. A. 1973. "Factors Affecting Coefficient of Earth Pressure K0", Journal of Geotecnical Engineering, 7 521. U. S. A.
Bedişkan,
E
. 1993. "Effects of over consolidation ratio on coefficient of lateral earth presure at rest", M.S Thesis in Civil Engineering, M. E. T. U., Ankara, Turkey.
Bishop, A. W., Henkel, D. J. 1962. "The measurement of soil proporties in the Triaxial Test", Arnold Publishing Comp., second edition, London,
U. K.
Mühendislik Bilimleri Dergisi 1999 5 (1) 933-942
941
Journal of Engineering Sciences 1999 5 (1) 933-942
An Approximation to Lateral Earth Pressures for K0 Condition, M. A. Tekinsoy
Broker, E. W. and Ireland, H. O. 1965. "Earth Pressures at Rest Related to the Stress History" Canadian Geotecnical Journal l. 2 (1), 1-15.
Cheikhouni, A. 1991. "An Eexperimental Study on Radial Consolidation of a Clay", M. S. Thesis in Civil Engineering, M. E. T. U. Ankara, Turkey.
Edil, T.
B
. and Dhowian, A. W. 1981. "At Rest Lateral Pressure of Peat Soils", Journal of Geotecnical Engineering, 107, 210 , U. S. A.
Ertekin, Y. 1991. "Measurement of Lateral Swell Pressure With Thin Wall Oedometer Technique", M. S. Thesis in Civil Engineering, M. E. T. U., Ankara,Turkey.
Hardy, R. L. 1983. Geotecnical Engineering, 4, 360, U. S. A. "The Arch in Soil Arching", Journal of Geotecnical Engineering, 3, 111, U. S. A.
Inan, M. 1984. "Strength of Materials", I. T. U.
Publications, Ayazağa, Istanbul, Turkey.
Krizek, J. and Abdulhamid, M. S. 1967. "Time-Dependent development of in Dreggings", Journal of Geotecnical Engineering, 8, 169. U. S. A.
Kumbasar, V. 1956. "Shear Strength and PoreWater
Pressure in an Unsaturated Soil", Associated Professorship Thesis at I. T. U., Civil Engineering Facculty, Istanbul, Turkey.
Lambe, W. and Whitman, R. V. 1979. "Soil
Mechanics", John Wiley and Sons, New York
U. S. A.
Manden, R. D. 1969. "Characteristics of Side Friction in the one Dimensional Consolidation Test", Soil and Foundation, 9 (1), 11-41. U. S. A.
Menzies, B. K., Sutton, H. and Davies, R. E. 1977. "A New System for Automatically Simulating K0 Consolidation K0 Swelling in the Conventional
Triaxial Cell ", Geotechnique, (27), 593. U. K.
Sağlamer,
A
. 1972. "An Expression of the Coefficient of Lateral Earth Pressure at Rest for Cohesionless Soils With Respect to the Soil Parameters", Ph. D. Thesis, Civil Engineering Faculty of I.T.U., Istanbul. Turkey.
Skempton, A. W. 1961. "Horizontal Stress in an Over-Consolidated Eocene Clay", Proc. 5th. Conf. on Soil Mech. and Found. Engng. (1), 351-357.
Taylor, D. W. 1942. "Research on consolidation of clay", Research Report No. 8. M. I. T., U. S. A.
Toğrol,
E
. 1967. "Mechanical Behavior of Soils", Associated Professorship Thesis, Civil Engineering Faculty of I. T. U., Istanbul. Turkey.

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