[1] Guglielmetti, V., Grasso, P., Mahtab, A., & Xu, S. (2007). Mechanized Tunneling in Urban Areas: Design Methodology and Construction Control. (V. Guglielmetti, Ed.) London: Taylor and Francis e-Library. ISBN: 978-0-203-393851-5 (eBook).
[2] Mohkam, M., & Wong, Y. W. (1989). Three Dimensional Stability Analysis of The Tunnel Face Under Fluid Pressure. Numerical Methods in Geomechanics (pp. 2271-2287). Rotterdam: A. A. Balkema.
[3] Jancsecz, S., & Steiner, W. (1994). Face Support for a Large Mix-Shield in Heterogeneous Ground Conditions. Tunnelling '94: Seventh International Symposium Organized by the Institution of Mining and Metallurgy and the British Tunnelling Society (pp. 531-541). London: Chapman and Hall. ISBN: 9780412598609.
[4] Broere, W. (1998). Face Stability Calculation for a Slurry Sheild in Hetrogeneous Soft Soils. In Nego, & Ferreira (Ed.), Proceedings of the World Tunnel Congress'98 on Tunnels and Metropolises (pp. 215-218). Sao Paolo, Brazil. Taylor & Francis. ISBN: 9789054109365.
[5] Atkinson, J. H., & Potts, D. M. (1977). Subsidence above Shallow Tunnels in Soft Ground. Journal of the Geotechnical Engineering Division, 103(4), 307-325.
[6] Attewell, P. B., & Woodman, J. P. (1982). Predicting the Dynamics of Ground Settlement and its Derivatives Caused by Tunneling in Soil. Ground Engineering, 15(8), 13-22.
[10] Leca, E. (1989). Analysis of NATM and Shield Tunneling in Soft Ground. Blacksburg: Doctoral Thesis, Virginia Institute and State University.
[11] Hwang, R. N., & Moh, Z. C. (1996). Pore Pressures Induced in Soft Ground due to Tunneling. In R. J. Mair, & R. N. Taylor (Ed.), Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 695-700). Rotterdam: A. A. Balkema. ISBN: 9789054108566.
[12] Matsushita, Y., Iwasakl, Y., Hashimoto, T., & Imanishi, H. (1994). Behavior of Subway Tunnel Driven by Large Slurry Shield. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 253-256). Rotterdam: A. A. Balkema.
[13] Chiorboli, M. A., & Marchesili, P. P. (1996). Analysis and Control of Subsidence due to Earth Pressure Shield Tunneling in Pass ante Ferroviario of Milano. In L. Ozdemr (Ed.), Proceedings of the International Conference on North American Tunneling'96 (pp. 97-106). Rotterdam: A. A. Balkema. ISBN: 9054108037.
[14] Suchatvee, S. (2002). Earth Pressure Balance (EPB) Shield Tunneling in Bangkok: Ground Response and Prediction of Surface Settlements Using Artificial Neural Networks. Doctoral Thesis, Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering.
http://hdl.handle.net/1721.1/32222.
[15] Crow, M., & Holzhäuser, J. (2003). Performance of Four EPB-TBMs Above and Below the Groundwater Table on the ECIS Project, Los Angeles, CA, USA. In R. A. Robinson, & J. M. Marquardt (Ed.), Rapid Excavation and Tunneling Conference Proceedings (pp. 905-926). New Orleans: Society for Mining, Metallurgy and Exploration. ISBN: 9780873352307.
[16] Unlutepe, A., Tellioglu, V., & Arioglu, B. (2009). Redicted and Observed Ground Deformations due to TBM Tunnel Excavations on the IZMIR Metro Project (Stage 1). In P. Kocsonya (Ed.), ITA-AITES World Tunnel Congress: Safe Tunnelling for the City and Environment Conference Proceedings(pp. 234-240). Budapest, Hungary: Hungarian Tunnelling Association. ISBN: 9789630672399.
[17] Greenwood, J. D. (2003).
Three Dimension Analysis of Surface Settlement in Soft Ground Tunneling. Master of Engineering Thesis, Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering.
http://hdl.handle.net/1721.1/29558.
[18] Kasper, T., & Meschke, G. (2006). On the Influence of Face Pressure, Grouting Pressure and TBM Design in soft Ground Tunneling .
Tunnelling and Underground Space Technology, 21(2), 160-171.
http://dx.doi.org/10.1016/j.tust.2005.06.006.
[19] Lambrughi, A., Rodríguez, L. M., & Castellanza, R. (2012). Development and validation of a 3D Numerical Model for TBM–EPB Mechanized Excavations.
Computers and Geotechnics Journal, 40, 97-113.
http://dx.doi.org/10.1016/j.compgeo.2011.10.004.
[20] Nicolas, B., Branque, D., Subrin, D., Wong, H., & Humbert, E. (2012). Face Failure in Homogeneous and Stratified Soft Ground: Theoretical and Experimental Approaches on 1g EPBS Reduced Scale Model.
Tunnelling and Underground Space Technology, 30, 25–37.
http://dx.doi.org/10.1016/j.tust.2012.01.005.
[21] موسسهی مهندسین مشاور ساحل
[1] Guglielmetti, V., Grasso, P., Mahtab, A., & Xu, S. (2007). Mechanized Tunneling in Urban Areas: Design Methodology and Construction Control. (V. Guglielmetti, Ed.) London: Taylor and Francis e-Library. ISBN: 978-0-203-393851-5 (eBook).
[2] Mohkam, M., & Wong, Y. W. (1989). Three Dimensional Stability Analysis of The Tunnel Face Under Fluid Pressure. Numerical Methods in Geomechanics (pp. 2271-2287). Rotterdam: A. A. Balkema.
[3] Jancsecz, S., & Steiner, W. (1994). Face Support for a Large Mix-Shield in Heterogeneous Ground Conditions. Tunnelling '94: Seventh International Symposium Organized by the Institution of Mining and Metallurgy and the British Tunnelling Society (pp. 531-541). London: Chapman and Hall. ISBN: 9780412598609.
[4] Broere, W. (1998). Face Stability Calculation for a Slurry Sheild in Hetrogeneous Soft Soils. In Nego, & Ferreira (Ed.), Proceedings of the World Tunnel Congress'98 on Tunnels and Metropolises (pp. 215-218). Sao Paolo, Brazil. Taylor & Francis. ISBN: 9789054109365.
[5] Atkinson, J. H., & Potts, D. M. (1977). Subsidence above Shallow Tunnels in Soft Ground. Journal of the Geotechnical Engineering Division, 103(4), 307-325.
[6] Attewell, P. B., & Woodman, J. P. (1982). Predicting the Dynamics of Ground Settlement and its Derivatives Caused by Tunneling in Soil. Ground Engineering, 15(8), 13-22.
[10] Leca, E. (1989). Analysis of NATM and Shield Tunneling in Soft Ground. Blacksburg: Doctoral Thesis, Virginia Institute and State University.
[11] Hwang, R. N., & Moh, Z. C. (1996). Pore Pressures Induced in Soft Ground due to Tunneling. In R. J. Mair, & R. N. Taylor (Ed.), Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 695-700). Rotterdam: A. A. Balkema. ISBN: 9789054108566.
[12] Matsushita, Y., Iwasakl, Y., Hashimoto, T., & Imanishi, H. (1994). Behavior of Subway Tunnel Driven by Large Slurry Shield. Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 253-256). Rotterdam: A. A. Balkema.
[13] Chiorboli, M. A., & Marchesili, P. P. (1996). Analysis and Control of Subsidence due to Earth Pressure Shield Tunneling in Pass ante Ferroviario of Milano. In L. Ozdemr (Ed.), Proceedings of the International Conference on North American Tunneling'96 (pp. 97-106). Rotterdam: A. A. Balkema. ISBN: 9054108037.
[14] Suchatvee, S. (2002). Earth Pressure Balance (EPB) Shield Tunneling in Bangkok: Ground Response and Prediction of Surface Settlements Using Artificial Neural Networks. Doctoral Thesis, Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering.
http://hdl.handle.net/1721.1/32222.
[15] Crow, M., & Holzhäuser, J. (2003). Performance of Four EPB-TBMs Above and Below the Groundwater Table on the ECIS Project, Los Angeles, CA, USA. In R. A. Robinson, & J. M. Marquardt (Ed.), Rapid Excavation and Tunneling Conference Proceedings (pp. 905-926). New Orleans: Society for Mining, Metallurgy and Exploration. ISBN: 9780873352307.
[16] Unlutepe, A., Tellioglu, V., & Arioglu, B. (2009). Redicted and Observed Ground Deformations due to TBM Tunnel Excavations on the IZMIR Metro Project (Stage 1). In P. Kocsonya (Ed.), ITA-AITES World Tunnel Congress: Safe Tunnelling for the City and Environment Conference Proceedings(pp. 234-240). Budapest, Hungary: Hungarian Tunnelling Association. ISBN: 9789630672399.
[17] Greenwood, J. D. (2003).
Three Dimension Analysis of Surface Settlement in Soft Ground Tunneling. Master of Engineering Thesis, Massachusetts Institute of Technology (MIT), Department of Civil and Environmental Engineering.
http://hdl.handle.net/1721.1/29558.
[18] Kasper, T., & Meschke, G. (2006). On the Influence of Face Pressure, Grouting Pressure and TBM Design in soft Ground Tunneling .
Tunnelling and Underground Space Technology, 21(2), 160-171.
http://dx.doi.org/10.1016/j.tust.2005.06.006.
[19] Lambrughi, A., Rodríguez, L. M., & Castellanza, R. (2012). Development and validation of a 3D Numerical Model for TBM–EPB Mechanized Excavations.
Computers and Geotechnics Journal, 40, 97-113.
http://dx.doi.org/10.1016/j.compgeo.2011.10.004.
[20] Nicolas, B., Branque, D., Subrin, D., Wong, H., & Humbert, E. (2012). Face Failure in Homogeneous and Stratified Soft Ground: Theoretical and Experimental Approaches on 1g EPBS Reduced Scale Model.
Tunnelling and Underground Space Technology, 30, 25–37.
http://dx.doi.org/10.1016/j.tust.2012.01.005.
[21]موسسهی مهندسین مشاور ساحل. (1389). گزارش مطالعات زمینشناسی مهندسی و ژئوتکنیک مسیر تونل خط 7 متروی تهران، قطعهی شرقی- غربی. تهران، ایران.
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