Effects of the Length of Jet Grouted Columns and Soil Profile
on the Settlement of Shallow Foundations
Keywords: Liquefiable Ground, Jet Grouted Columns, Length of Columns, Soil
Profile, Numerical Modelling.
Mehran University Research Journal of Engineering & Technology
Volume 31 , Issue 3
Zaheer Ahmed Almani , Ashfaque Ahmed Memon , Naeem Aziz Memon ,
References
| 1. |
Kishida, H., "Damage to Reinforced Concrete Buildings
in Niigata City with Special Reference to Foundation
Engineering", Soils and Foundations, Volume 6, No. 1,
pp. 71-88, Japan,1966. |
| 2. |
Ohsaki, Y., "Niigata Earthquake, Building Damage and
Soil Condition", Soils and Foundations, Volume 3, No. 2,
pp. 14-37, Japan, 1964. |
| 3. |
Seed, H.B., and Idriss, I.M., "Analysis of Soil
Liquefaction, Niigata Earthquake", Journal of Soil
Mechanics and Foundation Engineering Division, ASCE,
Volume 93, No. 3, pp. 83-108, USA, 1967. |
| 4. |
Martin, J.R., Olgun, C.G., Mitchell, J.K., and Durgunoglu,
H.T., "High Modulus Columns for Liquefaction
Mitigation", Journal of Geotechnical and
Geoenvironmental Engineering, ASCE, Volume 130,
No. 6, pp. 561-571, USA, 2004. |
| 5. |
Mitrani, H., and Madabhushi, S.P.G., "Centrifuge
Modelling of Inclined Micro-Piles for Liquefaction
Remediation for Existing Buildings", Geomechanics and
Geo Engineering: An International Journal, Volume 3,
No. 4, pp. 245-256, UK, 2008. |
| 6. |
Coelho, P.A.L.F, Haigh, S.K., and Madabhushi, S.P.G.,
"Post-Earthquake Behaviour of Footings Employing
Densification to Mitigate Liquefaction", Ground
Improvement, Volume 1, No. 1, pp. 45-53, UK, 2007. |
| 7. |
Adalier, K., Elgamal, A., Meneses, J., and Baez, J.I.,
"Stone Columns as a Liquefaction Countermeasure in
Non-Plastic Silty Soils", Journal of Soil Dynamics and
Earthquake Engineering, Volume 23, pp. 571-584, USA,
2003. |
| 8. |
Almani, Z.A., Ansari, K., and Memon, A.A., "Mechanism
of Liquefaction-Induced Large Settlements of Buildings",
Mehran University Research Journal of Engineering &
Technology, Jamshoro, (To be Published) Pakistan,
2012. |
| 9. |
Itasca Consulting Group, Inc., Itasca FLAC2D V6.0/
FLAC3D V3.1: Fast Lagrangian Analysis of Continua,
User Manuals, Minneapolis, USA, 2009. |
| 10. |
Seed, H.B., and Idriss, I.M., "Soil Moduli and Damping
Factors for Dynamic Response Analyses", Earthquake
Engineering Research Centre, University of California,
Berkeley, CA, USA, 1970. |
| 11. |
Hardin, B.O., and Drnevich, V.P., "Shear Modulus and
Damping in Soils: Design Equations and Curves", Journal
of the Soil Mechanics and Foundations Division. ASCE,
Volume 98, No. 7, pp. 667-692, USA, 1972. |
| 12. |
Coelho, P.A.L.F., "In Situ Densification as Liquefaction
Mitigation Measure", Ph.D. Thesis, University of
Cambridge, UK, 2007. |
| 13. |
Sharma, S.S., and Fahey, M.," Deformation
Characteristics of Two Cemented Calcareous Cemented
Soils", Canadian Geotechnical Journal, Volume 41,
pp. 1139-1151, Canada, 2004. |
| 14. |
Skempton, A.W., and MacDonald, D.H.," The Allowable
Settlements of Buildings", Proceedings of International
Conference on Engineering, Volume 5, No. 3,
pp. 737-784, USA, 1956. |
| 15. |
Das, B.M., “Principles of Foundation Engineering”, 7th
Edition, Global Engineering, Cengage Learning, USA,
2007. |
| 16. |
Duncan, J.M. and Tan, C.K., “Engineering Manual for
Estimating Tolerable Movements, NCHRP Report
No. 343, Foundations, pp. 219-225, USA, 1991. |
| |
|
|