Research Article
Year 2020,
Volume: 35 Issue: 3, 1421 - 1436, 07.04.2020
Abstract
References
- 1. Miller G.A., Compaction and Volume Change Behavior of Embankment Soil , M.ASCE1, 2017
- 2. Jennings J.E., The Prediction of Total Heave From The Double Odemeter Test, In Proc. Symposium on Expansive Clays, Vol. 7, No. 9, pp.13-19
- 3. Holtz R.D., Kovacs W.D., An Introduction to Geotechnical Engineering , PrenticeHall, New Jersey, 1981
- 4. Vijayvergiya V.N., Ghazzaly O.I., Prediction of Swelling Potential of Natural Clays, Proceedings Third International Research and Engineering Conference on Expansive Clays, 277-234, 1973
- 5. Nayak N.V., Christensen R.W., Swelling Characteristics of Compacted, Expansive Soils, Clays and Clay Minerals, 251-261, 1971
- 6. Seed H.B., Woodward R.J., Lundgren R., Prediction of Swelling Potential for Compacted Clays, Journal of the Soil Mechanics and Foundations Division, ASCE, 88(SM3):53–87, 1962
- 7. El-Sohby M.A., Rabba, E.A., Some Factors Affecting Swelling of Clayey Soils, Geotechnical Engineering, 12, 19-39, 1981
- 8. Erzin Y., Erol O., Correlations of Quick Prediction of Swell Pressures, Electronic Journal of Geotechnical Engineering, 2004
- 9. Johnsonn J. M., Lovell C. W., The Effect of Laboratory Compaction on the Shear Behavior of a Highly Plastic Clay After Saturation and Consolidation, Internal Report No. FHWA/IN/JHRP-79/07, JHRP, INDOT, and Purdue University, West Lafayette, IN., 1979
- 10. Seed H. B., Mitchell J. K., Chan C. K., The Strength of Compacted Cohesive Soil, Proceedings of the Research Conference on Strength of Cohesive Materials, ASCE, Boulder, CO, 877–964, 1960
- 11. Olson J. S., Energy Storage and The Balance of Producers and Decomposers in Ecological Systems, Ecology 44 : 322-331, 1963
- 12. Alonso E.E., Vaunat J., Gens A., Modelling the Mechanical Behaviour of Expansive Clays, Engineering Geology, 54: 173–183, 1999
- 13. Gunduz Z., Arman H., Compression and Recompression Indices of a High Plasticity Clay Consolidated Under Isotropic Stresses, Kuwait J. Sci. Eng.34 (1B)19-34, 2007.
- 14. VandenBerge D. R., Brandon T. L., Duncan J. M., Triaxial Tests on Compacted Clays for Consolidated Undrained Conditions,Geotechnical Testing Journal, 37, No.4/JULY 2014, DOI: 10.1520/GTJ20130202, 2014
- 15. Boone M., M. ASCE, P.E., P.G., Donald Gerken, M. ASCE, P.E., G.E., Moisture Content and Relative Compaction Influences on Swell Potential and Strength of a Compacted Residual Soil, 2015
- 16. Kaddouri Z., Cuisinier O., Masrouri F., Influence of effective stress and temperature on the creep behavior of a saturated compacted clayey soil, LEMTA, Laboratoire d‘Énergétique et de Mécanique Théorique et Appliquée, (UMR 7563), CNRS - Université de Lorraine, 54505 Vandoeuvre-lès-Nancy
- 17. Kaufman, R.I. ve Sherman, W.C., Jr. (1964). Engineering Measurements for Port Allen Lock, Journal of the Soil Mechanics and Foundations Division, ASCE, 90(SM5):221-247;also in Design of Foundations for Control of Settlement, ASCE, 281-307.
- 18. Azzouz, A.S., Krizek, R.J ve Corotis, R.B., (1976). Regression Analysis of Soil Compressibility, Soils and Foundations 16(2), 19-29.
- 19. Holtz D.R, Kovacs W.D., Sheahan T.C. (2015)., An Introduction Geotechnıcal Engineering, Second Edition.
- 20. Das M. Braja. Principles of Geotechnical Engineering, Seventh Edition, Oxford University Press, New York.
Sıkıştırılmış yüksek plastisiteli kil bir zeminde hacim değişimi davranışının farklı başlangıç koşulları için incelenmesi
Abstract
Bu çalışmada, yüksek plastisiteli bir kil zeminin
dolgu inşasında kullanıldığında, yapının hizmet ömrü boyunca farklı düşey gerilmeler
altında su ile karşılaşması durumunda meydana gelecek hacim değişimi davranışı üç
seri konsolidasyon deneyi ile incelenmiştir. Bu kapsamda konsolidasyon deneylerinde
kullanılan numuneler modifiye kompaksiyon yöntemi ile belirlenen optimum su
muhtevası (wopt=%18,7) ve bu değerin ıslak tarafında iki su
muhtevası (wopt+5= %23,7 ve wopt+7=%25,7)
ve %90 ve %95 rölatif kompaksiyon (R.K.) oranlarında sıkıştırılarak
hazırlanmıştır. 1. Seri konsolidasyon deneylerinde, zeminin sıkıştırıldığı su
muhtevası değerlerinde sulu (S-su ilaveli) ve susuz (N) olarak yüksek basınçlar
altında göstereceği kısa süreli oturma davranışı, 2. Seri konsolidasyon deneylerinde
(S50, S100, S200 ve S800), sırasıyla 50, 100, 200 ve 800 kPa değerlerinde su
ilave edilmesi ile göstereceği şişme davranışı, 3. Seri konsolidasyon deneylerinde (K) ise,
her bir yükleme kademesinde deformasyonların tamamen sönümlenmesi beklenerek göstereceği
uzun süreli oturma (krip) davranışı araştırılmıştır. Yapılan 1. ve 2. seri konsolidasyon
deneylerinde, su muhtevasının artması ile şişmeye olan eğilimin azaldığı ve oturmanın
arttığı görülmüştür. 3.seri konsolidasyon deneylerinde hiçbir numunede krip
davranışı görülmemiştir.
Keywords
References
- 1. Miller G.A., Compaction and Volume Change Behavior of Embankment Soil , M.ASCE1, 2017
- 2. Jennings J.E., The Prediction of Total Heave From The Double Odemeter Test, In Proc. Symposium on Expansive Clays, Vol. 7, No. 9, pp.13-19
- 3. Holtz R.D., Kovacs W.D., An Introduction to Geotechnical Engineering , PrenticeHall, New Jersey, 1981
- 4. Vijayvergiya V.N., Ghazzaly O.I., Prediction of Swelling Potential of Natural Clays, Proceedings Third International Research and Engineering Conference on Expansive Clays, 277-234, 1973
- 5. Nayak N.V., Christensen R.W., Swelling Characteristics of Compacted, Expansive Soils, Clays and Clay Minerals, 251-261, 1971
- 6. Seed H.B., Woodward R.J., Lundgren R., Prediction of Swelling Potential for Compacted Clays, Journal of the Soil Mechanics and Foundations Division, ASCE, 88(SM3):53–87, 1962
- 7. El-Sohby M.A., Rabba, E.A., Some Factors Affecting Swelling of Clayey Soils, Geotechnical Engineering, 12, 19-39, 1981
- 8. Erzin Y., Erol O., Correlations of Quick Prediction of Swell Pressures, Electronic Journal of Geotechnical Engineering, 2004
- 9. Johnsonn J. M., Lovell C. W., The Effect of Laboratory Compaction on the Shear Behavior of a Highly Plastic Clay After Saturation and Consolidation, Internal Report No. FHWA/IN/JHRP-79/07, JHRP, INDOT, and Purdue University, West Lafayette, IN., 1979
- 10. Seed H. B., Mitchell J. K., Chan C. K., The Strength of Compacted Cohesive Soil, Proceedings of the Research Conference on Strength of Cohesive Materials, ASCE, Boulder, CO, 877–964, 1960
- 11. Olson J. S., Energy Storage and The Balance of Producers and Decomposers in Ecological Systems, Ecology 44 : 322-331, 1963
- 12. Alonso E.E., Vaunat J., Gens A., Modelling the Mechanical Behaviour of Expansive Clays, Engineering Geology, 54: 173–183, 1999
- 13. Gunduz Z., Arman H., Compression and Recompression Indices of a High Plasticity Clay Consolidated Under Isotropic Stresses, Kuwait J. Sci. Eng.34 (1B)19-34, 2007.
- 14. VandenBerge D. R., Brandon T. L., Duncan J. M., Triaxial Tests on Compacted Clays for Consolidated Undrained Conditions,Geotechnical Testing Journal, 37, No.4/JULY 2014, DOI: 10.1520/GTJ20130202, 2014
- 15. Boone M., M. ASCE, P.E., P.G., Donald Gerken, M. ASCE, P.E., G.E., Moisture Content and Relative Compaction Influences on Swell Potential and Strength of a Compacted Residual Soil, 2015
- 16. Kaddouri Z., Cuisinier O., Masrouri F., Influence of effective stress and temperature on the creep behavior of a saturated compacted clayey soil, LEMTA, Laboratoire d‘Énergétique et de Mécanique Théorique et Appliquée, (UMR 7563), CNRS - Université de Lorraine, 54505 Vandoeuvre-lès-Nancy
- 17. Kaufman, R.I. ve Sherman, W.C., Jr. (1964). Engineering Measurements for Port Allen Lock, Journal of the Soil Mechanics and Foundations Division, ASCE, 90(SM5):221-247;also in Design of Foundations for Control of Settlement, ASCE, 281-307.
- 18. Azzouz, A.S., Krizek, R.J ve Corotis, R.B., (1976). Regression Analysis of Soil Compressibility, Soils and Foundations 16(2), 19-29.
- 19. Holtz D.R, Kovacs W.D., Sheahan T.C. (2015)., An Introduction Geotechnıcal Engineering, Second Edition.
- 20. Das M. Braja. Principles of Geotechnical Engineering, Seventh Edition, Oxford University Press, New York.
There are 20 citations in total.
Details
| Primary Language | Turkish |
|---|---|
| Subjects | Engineering |
| Journal Section | Makaleler |
| Authors | |
| Publication Date | April 7, 2020 |
| Submission Date | February 18, 2019 |
| Acceptance Date | February 15, 2020 |
| Published in Issue | Year 2020 Volume: 35 Issue: 3 |