jacking with artificial ground freezing technology was conducted in order to validate the jacking force of pipe jacking traversing frozen ground. During the jacking process, the jacking force was recorded. Finally, comparative analysis among field data, proposed calculation model and common-used predictive equations was carried out.
Chapter 6: Main conclusions are abstracted from this research.
References
Anagnostou, G., & Kovari, K. (1994). The face stability of slurry-shield-driven tunnels.
Tunnelling and Underground Space Technology, 9(2), 165-174.
Anagnostou, G., & Kovari, K. (1996). Face stability conditions with earth-pressure-balanced shields. Tunnelling and underground space technology, 11(2), 165-173.
Andersland, O. B., & Ladanyi, B. (2004). Frozen ground engineering: John Wiley &
Sons.
Andersland, O. B., & Ladanyi, B. (2013). An introduction to frozen ground engineering:
Springer Science & Business Media.
ASCE27-00. (2000). Standard Practice for Direct Design of Precast Concrete Pipe for Jacking in Trenchless Construction. USA: American Society of Civil Engineers.
ASME. (2011). Drilling fluids processing handbook: Elsevier.
Pipe Jacking Association, P. J. (1995). Pipe Jacking Association. Tokyo, Japan.
Attewell, P. B., Yeates, J., & Selby, A. R. (1986). Soil movements induced by tunnelling and their effects on pipelines and structures.
Bennett, R. D. (1998). Jacking loads and ground deformations associated with microtunneling. University of Illinois at Urbana-Champaign.
Broms, B. B., & Bennermark, H. (1967). Stability of clay at vertical openings. Journal of Soil Mechanics & Foundations Div.
Chambon, P., & Corte, J.-F. (1994). Shallow tunnels in cohesionless soil: stability of tunnel face. Journal of Geotechnical Engineering, 120(7), 1148-1165.
Chapman, D., & Ichioka, Y. (1999). Prediction of jacking forces for microtunnelling operations. Tunnelling and underground space technology, 14, 31-41.
Chapman, D. N. (1999). A graphical method for predicting ground movements from pipe jacking. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 137(2), 87-96.
Chen, R., Tang, L., Ling, D., & Chen, Y. (2011). Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method. Computers and Geotechnics, 38(2), 187-195.
Cheng, C., Dasari, G., Chow, Y., & Leung, C. (2007). Finite element analysis of tunnel–
soil–pile interaction using displacement controlled model. Tunnelling and Underground Space Technology, 22(4), 450-466.
Chi, S.-Y., Chern, J.-C., & Lin, C.-C. (2001). Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model. Tunnelling and underground space technology, 16(3), 159-165.
Choo, C., & Ong, D. (2015). Evaluation of Pipe-Jacking Forces Based on Direct Shear Testing of Reconstituted Tunneling Rock Spoils. Journal of Geotechnical and Geoenvironmental Engineering, 141(10), 04015044.
Davis, E., Gunn, M., Mair, R., & Seneviratine, H. (1980). The stability of shallow tunnels and underground openings in cohesive material. Geotechnique, 30(4), 397-416.
De Farias, M. M., Júnior, Á. H. M., & De Assis, A. P. (2004). Displacement control in tunnels excavated by the NATM: 3-D numerical simulations. Tunnelling and Underground Space Technology, 19(3), 283-293.
French Society for Trenchless Technology. (2006). Microtunneling and Horizontal Drilling: Recommendations: French National Project "Microtunnel":
Recommendations.
Japan Sewage Association. (2000). Guideline for Sewage Pipe Jacking. JSA, Tokyo.(in Japanese):
Harris, J. S. (1995). Ground freezing in practice: Thomas Telford.
Jancsecz, S., & Steiner, W. (1994). Face support for a large mix-shield in heterogeneous ground conditions Tunnelling’94 (pp. 531-550): Springer.
Janssen, Z. (1895). Experiments on corn pressure in silo cells. Engineer in Bremen, Germany, 31st August.
Japan Micro Tunneling Association. (2000). Pipe-jacking Application. JMTA, Tokyo.
Japan Sewage Association. (2000). Guideline for sewage pipe-jacking: JSA, Tokyo.(in Japanese).
Kamata, H., & Mashimo, H. (2003). Centrifuge model test of tunnel face reinforcement by bolting. Tunnelling and Underground Space Technology, 18(2), 205-212.
Khazaei, S., Shimada, H., Kawai, T., Yotsumoto, J., & Matsui, K. (2006). Monitoring of over cutting area and lubrication distribution in a large slurry pipe jacking operation. Geotechnical & Geological Engineering, 24(3), 735-755.
Kim, S. H., & Tonon, F. (2010). Face stability and required support pressure for TBM driven tunnels with ideal face membrane–Drained case. Tunnelling and underground space technology, 25(5), 526-542.
Kirsch, A. (2010). Experimental investigation of the face stability of shallow tunnels in sand. Acta Geotechnica, 5(1), 43-62.
Leca, E., & Dormieux, L. (1990). Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Geotechnique, 40(4), 581-606.
Li, F.-n., Shen, S.-l., & Luo, C.-y. (2012). Prediction approach of ground deformation induced by pipe jacking construction considering grouting pressure. Rock and Soil Mechanics, 33(1), 204-208.
Li, F., Fang, K., & Li, H. (2007). Application of ANSYS 3D FEM in studies of surface deformation caused by pipe jacking. Wuhan University Journal of Natural Sciences, 12(4), 633-637.
Liu, J., Lv, P., Cui, Y., & Liu, J. (2014). Experimental study on direct shear behavior of frozen soil–concrete interface. Cold Regions Science and Technology, 104, 1-6.
Lunardi, P. (2000). The design and construction of tunnels using the approach based on the analysis of contolled deformaton in rocks and soils. Tunnels and Tunnelling, 1.
Lunardi, P. (2008). Design and construction of tunnels: Analysis of Controlled Deformations in Rock and Soils (ADECO-RS): Springer Science & Business Media.
Mühlhaus, H.-B. (1985). Lower bound solutions for circular tunnels in two and three dimensions. Rock Mechanics and Rock Engineering, 18(1), 37-52.
Mair, R., Gunn, M., & O'REILLY, M. (1982). Ground movement around shallow tunnels in soft clay. Tunnels & Tunnelling International, 14(5).
Marshall, M., Milligan, G., & Mair, R. (1996). Movements and stress changes in London clay due to the construction of a pipe jack. Paper presented at the Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. London: Balkema AA.
Marshall, M. A. (1998). Pipe-jacked tunnelling: jacking loads and ground movements.
University of Oxford.
Maynar, M. J., & Rodríguez, L. E. (2005). Discrete numerical model for analysis of earth pressure balance tunnel excavation. Journal of Geotechnical and Geoenvironmental Engineering, 131(10), 1234-1242.
McGillivray, C. B. (2009). Lubrication mechanisms and their influence on interface friction during installation of subsurface pipes. Georgia Institute of Technology.
Milligan, G., & Marshall, M. (1995). Ground movements due to construction of pipe-jacked tunnels. Paper presented at the Proceedings of 11th European Conference on Soil Mechanics and Foundation Engineering, Copenhagen.
Milligan, G., & Norris, P. (1996). Site-based research in pipe jacking—objectives, procedures and a case history. Tunnelling and Underground Space Technology, 11, 3-24.
Milligan, G., & Norris, P. (1999). Pipe–soil interaction during pipe jacking.
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 137(1), 27-44.
Mollon, G., Dias, D., & Soubra, A.-H. (2009a). Probabilistic analysis and design of circular tunnels against face stability. International Journal of Geomechanics, 9(6), 237-249.
Mollon, G., Dias, D., & Soubra, A.-H. (2009b). Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology. Journal of Geotechnical and Geoenvironmental Engineering, 135(9), 1314-1325.
Mollon, G., Dias, D., & Soubra, A. H. (2011). Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield. International Journal for Numerical and Analytical Methods in Geomechanics, 35(12), 1363-1388.
Mondav, R., Woodcroft, B. J., Kim, E.-H., McCalley, C. K., Hodgkins, S. B., Crill, P.
M., . . . Saleska, S. R. (2014). Discovery of a novel methanogen prevalent in thawing permafrost. Nature communications, 5.
Najafi, M. (2005). Trenchless technology: pipeline and utility design, construction, and renewal: McGraw Hill Professional.
Neaupane, K. M., & Adhikari, N. (2006). Prediction of tunneling-induced ground movement with the multi-layer perceptron. Tunnelling and underground space technology, 21(2), 151-159.
O'reilly, M., & New, B. (1982). Settlements above tunnels in the United Kingdom-their magnitude and prediction (090048862X). Retrieved from
Osumi, T. (2000). Calculating jacking forces for pipe jacking methods. No-Dig International Research, 40-42.
Park, K.-H. (2004). Elastic solution for tunneling-induced ground movements in clays.
International Journal of Geomechanics, 4(4), 310-318.
Park, K.-H. (2005). Analytical solution for tunnelling-induced ground movement in clays. Tunnelling and underground space technology, 20(3), 249-261.
Pellet-Beaucour, A.-L., & Kastner, R. (2002). Experimental and analytical study of friction forces during microtunneling operations. Tunnelling and Underground Space Technology, 17(1), 83-97.
Pinyol Puigmartí, N. M., & Alonso Pérez de Agreda, E. (2013). An undrained upper bound solution for the face stability of tunnels reinforced by micropiles. Paper presented at the Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering.
Pipe Jacking Association. (1995). Guide to best practice for the installation of pipe jacks and microtunnels: Pipe Jacking Association.
Röhner, R., & Hoch, A. (2010). Calculation of jacking force by new ATV A-161.
Tunnelling and Underground Space Technology, 25(6), 731-735.
Rahjoo, S., Najafi, M., Williammee, R., & Khankarli, G. (2012). Comparison of Jacking Load Models for Trenchless Pipe Jacking. Pipelines 2012, 1507-1520.
Rogers, C., & Chapman, D. (1998). Analytical modelling of ground movements
associated with trenchless pipelaying operations. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 131(4), 210-222.
Rowe, R., Lo, K., & Kack, G. (1983). A method of estimating surface settlement above tunnels constructed in soft ground. Canadian Geotechnical Journal, 20(1), 11-22.
Sagaseta, C. (1988). Analysis of undrained soil deformation due to ground loss.
Geotechnique, 38(4).
Schuur, E. A., Bockheim, J., Canadell, J. G., Euskirchen, E., Field, C. B., Goryachkin, S. V., . . . Lee, H. (2008). Vulnerability of permafrost carbon to climate change:
implications for the global carbon cycle. Bioscience, 58(8), 701-714.
Senda, T., Maeda, Y., Shimada, H., Sasaoka, T., & Matsui, K. (2013). Studies on Surrounding Soil during Construction using the Deep Pipe Jacking Method in the Deep Strata. Procedia Earth and Planetary Science, 6, 396-402.
Shen, S.-L., Cui, Q.-L., Ho, C.-E., & Xu, Y.-S. (2016). Ground response to multiple parallel microtunneling operations in cemented silty clay and sand. Journal of Geotechnical and Geoenvironmental Engineering, 142(5), 04016001.
Sheng, D., Eigenbrod, K. D., & Wriggers, P. (2005). Finite element analysis of pile installation using large-slip frictional contact. Computers and Geotechnics, 32(1), 17-26.
Shimada, H., Khazaei, S., & Matsui, K. (2004a). Small diameter tunnel excavation method using slurry pipe-jacking. Geotechnical & Geological Engineering, 22(2), 161-186.
Shimada, H., Khazaei, S., & Matsui, K. (2004b). Small diameter tunnel excavation method using slurry pipe-jacking. Geotechnical and Geological Engineering, 22(2), 161-186.
Shou, K., Yen, J., & Liu, M. (2010). On the frictional property of lubricants and its impact on jacking force and soil–pipe interaction of pipe-jacking. Tunnelling and underground space technology, 25(4), 469-477.
Staheli, K. (2006). Jacking force prediction: An interface friction approach based on pipe surface roughness. Georgia Institute of Technology.
Stein, D. (2005). Trenchless technology for installation of cables and pipelines: Stein
& Partner Bochum, Germany.
Stein, D., Möllers, K., & Bielecki, R. (1989). Microtunneling: Installation and renewal of nonman-size supply and sewage lines by the trenchless construction method.
Ernst and Sohn, Berlin.
Terzaghi, K. (1943). Theoretical soil mechanics (Vol. 18): Wiley Online Library.
Terzaghi, K. (1951). Theoretical soil mechanics.
Vafaeian, M. (1991). Analysis of soil behavior during excavation of shallow tunnels.
Geotechnical engineering, 22(2), 257-267.
Weber, W., & Hurtz, G. (1981). Ermittlung der rohrreibung und entwicklung eines bohrgerätes. Tiefbau, Ingenieurbau, Straßenbau, 23(8), 550-555.
Yen, J., & Shou, K. (2015). Numerical simulation for the estimation the jacking force of pipe jacking. Tunnelling and Underground Space Technology, 49, 218-229.
Yoo, C., & Lee, D. (2008). Deep excavation-induced ground surface movement characteristics–A numerical investigation. Computers and Geotechnics, 35(2), 231-252.
Zhang, T., Barry, R., Knowles, K., Heginbottom, J., & Brown, J. (2008). Statistics and characteristics of permafrost and ground-ice distribution in the Northern Hemisphere. Polar Geography, 31(1-2), 47-68.
Zhang, T., Barry, R., Knowles, K., Ling, F., & Armstrong, R. (2003). Distribution of seasonally and perennially frozen ground in the Northern Hemisphere. Paper presented at the Proceedings of the 8th International Conference on Permafrost.
Zhang, T., Heginbottom, J., Barry, R. G., & Brown, J. (2000). Further statistics on the distribution of permafrost and ground ice in the Northern Hemisphere 1. Polar Geography, 24(2), 126-131.
Zhang, Z., Hu, X., & Scott, K. D. (2011). A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils. Computers and Geotechnics, 38(1), 94-104.