A Case Study on Jet Grouting Application for Deep Excavation in Granular Soils

Author:

Pourakbar Mehran1234,Naziri Saeedeh1234,Babaee Ehsan1234,Maleknia Alireza1234

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology.

2. Dept. of Civil Engineering, New Mexico State Univ., Las Cruces.

3. Dept. of Civil Engineering, Iran Univ. of Science and Technology, Resalat Square, Iran.

4. Dept. of Mechanical Engineering, Mazandaran Univ. of Technology, Mazandaran, Iran.

Publisher

American Society of Civil Engineers

Reference17 articles.

1. Arroyo M. Gens A. Croce P. and Modoni G. (2011). “Design of jet-grouting for tunnel waterproofing ” 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground Viggiani (ed) Rome Itly.

2. Balossi Restelli A. Colombo A. Gervaso F. and Lunardi P. (1986). “Tecnologie speciali per il preconsolidamento di scavi nelle alluvioni di Milano in occasione della costruzione della linea 3 della Metropolitana [Special technologies for the pre-consolidation of excavations in the floods of Milan on the occasion of the construction of Line 3 of the Metro]” Congresso Int. “Grandi Opere Sotterranee” Florence.

3. Prediction of jet grouting diameter in Swedish soil conditions

4. Jet Grouting

5. Durgunoglu H. T. Chinchelli M. Ikiz S. Emrem C. and Hurley T. (2004). “Soil Improvement Jet-Grout Columns: A Case Study from the 1999 Kocaeli Earthquake.” Fifth International Conference on Case Histories in Geotechnical Engineering New York.

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