পাইল বেইস গ্রাউটিংঃ ভূমিকম্প সহনীয় অধিক লোড ক্যাপাসিটির পাইল তৈরীর আধুনিক টেকনোলজী

Code for design of building foundation (GB50007-2002). (China Architecture & Building Press, Beijing 2002) (in Chinese)

BOLOGNESI, A. J. L. and MORETTO, O., 1973. Stage grouting preloading of large piles in sand. Proc. 8th ICSMFE, Moscow, Vol. 2.1, pp. 19-25.

BRUCE, D. A., 1986. Enhancing the performance of large diameter piles by grouting. Ground Engineering, Vol. , May, pp. 9-15 and July, pp. 11-18.

GWIZDALA, K., 2004. Contemporary piling techniques. Proc. Seminar “Problems of piling foundations”. Gdansk Technical University, 25 June 2004, pp. 7-32 (in Polish).

GAWOR, B., KLOSINSKI, B., PETYNIAK, D. and SZYMANKIEWICZ Cz., 1994. Enhancing base bearing capacity of bored piles by grouting. Polish experiences. Inzynieria i Budownictwo, No. 8, pp. 355-358 (in Polish).

KERISEL, J. and SIMONS, H., 1962. Die Gründung der Brücke über der Maracaibo-See. Vorträge der Baugrundtagung in Essen. Ernst und Sohn, Berlin (in German).

KLOSINSKI, B. and SZYMANKIEWICZ Cz., 2005. Experiences from application and testing of piles and barrettes with grouting preloaded bases in Poland. Inzynieria i Budownictwo, No. 3, pp. 120-125 (in Polish).

STOCKER, M. F., 1983. The influence of post grouting on the load bearing capacity of bored piles. Proc. 8th ECSMFE, Helsinki, pp. 2-12.

TROUGHTON, V. M., 1992. The design and performance of foundations for the Canary Wharf development in London Docklands. Geotechnique 42, No. 3, pp. 381-393.

Bolognesi AJL, Moretto O (1973) Stage grouting preloading of large piles on sand. In: Proceedings of 8th ICSME, Moscow, vol  2, no 1, pp 19–25

Bruce DA (1986) Enhancing the performance of large diameter piles by grouting. Ground Eng 19(4):9–15

Byrne GP, Strydom JH, Du Preez W (1998) The performance of piled foundations supporting a large hotel on estuarine deposits in Durban. In: International conference and exhibition on piling and deep foundations, pp 1–1.21

Cote P, Degauque P, Lagabrielle R, Levent N (1995) Detection of underground cavities with monofrequency electromagnetic tomography between boreholes in the frequency range 100 MHz to 1 GHz. Geophys Prospect 43(8):1083–1107

Dai GL, Gong WM, Xue G, Tong XD (2006) Effect examination for a base post-grouted overlength drilling pile. Rock Soil Mech 27(5):849–852 (in Chinese)

Dai G, Gong W, Zhao X, Zhou X (2010) Static testing of pile base post-grouting piles of the Suramadu bridge. Geotech Test J 34(1):34–49

Dapp SD, Mullins G (2002) Pressure grouting drilled shaft tips: full-scale research investigation for silty and shelly sands. In: Deep foundations: an international perspective on theory, design,  construction, and performance, pp 335–350

Dines KA, Lytle RJ (1979) Computerized geophysical tomography. Proc IEEE 67(7):1065–1073

Duan X, Kulhawy FH (2009) Tip post-grouting of slurry-drilled shafts in soil: Chinese experiences. In: Contemporary topics in deep foundations, ASCE, pp 47–54

Fu X, Zhou Z (2003) Study on bearing capacity of bored cast in situ piles by post pressure grouting. In: Grouting and ground treatment, pp 707–715

Gouvenot D, Gabaix JC (1975) A new foundation technique using piles sealed by cement grout under high pressure. In: Offshore technology conference, Texas, USA, pp 645–656

Gu H, Cai C, Wang Y (2006) Investigation of fractures using seismic computerized crosshole tomography. J Environ Eng Geophys 11(2):143–150

Ho CE (2003) Base grouted bored pile on weak granite. In: Grouting and ground treatment, pp 716–727

Hu Y, Xie Q, Zhao W, Zheng LN (2013) Electromagnetic wave CT detection standard of karst roadbed grouting. J Southwest Jiaotong Univ 48(3):441–447 (in Chinese)

Joer HA, Randolph MF, Gunasena U (1998) Experimental modeling of the shaft capacity of grouted driven piles. Geotech Test J 21(3):159–168

Li CM, Wang LS, Zhong K (2003) Application of electromagnetic wave computerized tomography to testing quality of pile. Geol J China Univ 9(3):467–473 (in Chinese)

Lin SS, Lin T, Chang LT (2000) A case study for drilled shafts base mud treatment. In: New technological and design developments in deep foundations, pp 46–58

Littlechild BD, Plumbridge GD, Free MW (1998) Shaft grouted piles in sand and clay in Bangkok. In: Proceedings of the 7^th international conference and exhibition on piling and deep foundations, DFI, Vienna, pp 171–178

Littlechild BD, Plumbridge GD, Hill SJ, Lee SC (2000) Shaft grouting of deep foundations in Hong Kong. In: New techno logical and design developments in deep foundations, pp 33–45

Lizzi F, Viggiani C, Vinale F (1983) Some experience with preloading cells at the base of large diameter bored piles. In: Proceedings of the 7th Asian regional conference on soil mechanics  and foundation engineering, Haifa, Israel, pp 265–270

Lui JYH, Cheung SPY, Chan AKC (1993) Pressure grouted minipiles for a 12-storey residential building at the Mid-levels Scheduled Area in Hong Kong. In: Proceedings of the international conference on soft clay engineering, pp 419–424

Majano RE, O’Neill MW, Hassan KM (1994) Perimeter load transfer in model drilled shafts formed under slurry. J Geotech Eng 120(12):2136–2154

Mullins G, Dapp S, Frederick E, Wanger V (2001) Post grouting drilled shaft tips: phase I. Research report University of South Florida, Tampa, USA, pp 127–156

Mullins G, Dapp S D, Lai P (2000) Pressure-grouting drilled shaft tips in sand. In: New technological and design developments in deep foundations, pp 1–17

O’Neill MW, Reese LC (1976) Behavior of axially loaded drilled shafts in clay-shales. Center for Highway Research, The University of Texas at Austin, Austin

Safaqah O, Bittner R, Zhang X (2007) Post-grouting of drilled shaft tips on the Sutong Bridge: a case history. In: Contemporary issues in deep foundations, pp 1–10

Sliwinski ZJ, Fleming WGK (1984) The integrity and performance of bored piles. In: Piling and ground treatment. Thomas Telford Publishing, pp 211–223

Stocker MF (1983) The influence of post grouting on the load bearing capacity of bored piles. In: Proceedings of the 8^th European conference on soil mechanics and foundation engineering, Balkema, Helsiniki, pp 167–170

Sze JWC, Chan KM (2012) Application of shaft grouting technique in deep foundations-Hong Kong experience. In: Grouting and deep mixing, pp 1085–1094

Tan H, Huang J, Qi S (2012) Application of cross-hole radar tomograph in karst Area. Environ Earth Sci 66(1):355–362

Thasnanipan N, Aye ZZ, Submaneewong C (2004) Effectiveness of Toe-grouting for deep-seated bored piles in Bangkok Subsoil. In: GeoSupport 2004: drilled shafts, micropiling, deep mixing,  remedial methods, and specialty foundation systems, pp 561–572

The Professional Standards Compilation Group of People’s Republic of China (2008) Technical code for building pile foundation. JGJ94-2008. China Architecture and Building Press, Beijing (in Chinese)

The Professional Standards Compilation Group of People’s Republic of China (2017) Technical specification for static loading test of self-balanced method of building foundation piles.  JGJ/T 403-2017. China Architecture and Building Press, Beijing (in Chinese)

Thiyyakkandi S, McVay M, Bloomquist D, Lai P (2013) Measured and predicted response of a new jetted and grouted precast pile with membranes in cohesionless soils. J Geotech Geoenviron Eng 139(8):1334–1345

Thiyyakkandi S, McVay M, Bloomquist D, Lai P (2014) Experimental study, numerical modeling of and axial prediction approach to base grouted drilled shafts in cohesionless soils. Acta Geotech 9(3):439–454

Thiyyakkandi S, McVay M, Lai P (2014) Experimental group behavior of grouted deep foundations. Geotech Test J 37(4):621–638

Wan Z, Dai G (2017) Experiences with tip post grouted drilled shafts in China. In: International congress and exhibition sustainable civil infrastructures, GeoMEast 2017. Sharm el Sheikh, pp 330–343

Wan Z, Dai G, Gong W (2017) Post-grouting of drilled shaft tips in coral-reef limestone formations: a case study. In: Proceedings of the 27th international ocean and polar engineering conference, San Francisco, USA, pp 719–724

Wan Z, Qiu RD (2015) Horizontal static load test research for pile lateral friction and tip resistance of grouting technique. Chin J Rock Mech Eng 34(Supp1):3588–3596 (in Chinese)

Zhou JJ, Gong XN, Wang KH, Zhang RH, Yan JJ (2017) Testing and modeling the behavior of pre-bored grouting planted piles under compression and tension. Acta Geotech 12(9):1061–1075  47.

Zhou JJ, Gong XN, Wang KH, Zhang RH (2018) Shaft capacity of the pre-bored grouted planted pile in dense sand. Acta Geotech 1:1–13

Bruce DA (1986) Enhancing the performance of large diameter piles by grouting. Parts 1 and 2, Ground Eng 19(4):9–15 and 19(5), pp. 1121–1126

Dapp SD, Muchard M, Brown DA (2006) Experience with base grouted drilled shafts in the southeastern united state. Proceedings of 10th international conference on piling and deep foundations, Deep foundations institute, Amsterdam article #1385, publication #77 (IC-2006)

Endicott LJ (1980) Aspects of design of underground railway structures to suit local soil conditions in Hong Kong. Hong Kong Engineer 8(3):29–38

Evans GL, McNicholl DP, Leung KW (1982) Testing in hand dug caissons. Proc Seventh Southeast Asian Geotech Conference, Hong Kong 1:317–332

Gouvenot D, Gabiax FD (1975) A new foundation technique using piles sealed by concrete under high pressure. In: Proceedings, Seventh Annual Offshore Technical Conference, HoustonVol. 2, Paper No. OTC 2310, pp 641–656

Liao H-J, Su S-F (2012) Base Stability of Grout Pile–Reinforced Excavations in Soft Clay. J Geotechand Geoenviron Eng ASCE 138(2):184–192

Mullins G, Dapp S, Fredreric E, Wagner R (2001) Pressure grouting drilled shaft tips– phase I. In: Final report submitted Florida Department of Transportation, Florida

Mullins G, Winters D, Dapp S (2006) Predicting end bearing capacity of post-grouted drilled shaft in cohesionless soils. ASCE-GI J Geotech Geoenviron Eng 132(4):478–487

Sinnreich AJ, Simpson RC (2015) Case histories of full-scale comparative load testing of base grouted and Ungrouted test shaft pairs. In: Proceedings of the international foundations congress and equipment expo 2015, San Antonio, pp 486–499

Stocker M (1983) Influence of post-grouting on the load-bearing capacity of bored piles. In: Balkema AA (ed) Proceedings of the European conference on soil mechanics and foundation engineering, Helsinki, pp 167–170

Wang WD, Wu JB, Di GE (2006) Performance of base grouted bored piles in specially big excavation constructed using top down method. Geo Shanghai International Conference 2006 June 6-8, 2006, Shanghai

Zhang Z, Lu T, Zhao Y, Wang J (2004) Pile-bottom grouting Technology for Bored Cast-in-Situ Pile Foundation. GeoSupport Conference 2004:935–944

Zhihui W, Dai G, Gong W, Rizvi F (2016) Research on the Load Settlement Relationship of Post-Grouted Based on the Load Transfer Function Method on Yueqing Bay Bridge. In: 11th Asia Pacific Transportation Development Conference and 29th ICTPA Annual Conference.

Amal Bhattacharya, Ravi R Rasimoni. Case Study on Sustainable Deep Pile Foundation Bored Cast In Situ Piles on Rupsha Bridge at Bangladesh through Base Grout Technology Journal of Emerging Technologies and Innovative Research (JETIR) 2019 JETIR February 2018, Volume 5, Issue 2

Wang, W.; Dai, G.; Wei, J.; Rahimi, A.; Zhai, Q. Effect of Base Grouting on the Bearing Capacity of Bored Piles. Sustainability 2023, 15, 4148. https://doi.org/10.3390/su15054148

M.F. Ahmed, Padma multipurpose bridge: A dream is becoming true, IABSE-JSCE Joint conference on Advances in Bridge Engineering-IV, August 26-27, 2020, Dhaka, Bangladesh, Amin, Okui, Bhuiyan, Rahman (eds.) ISBN: 978-984-34-8313-3

Suraj De Silva, EurGeol Nigel Ross Wightman, Md. Kamruzzaman, Geotechnical ground investigation for the Padma Main Bridge, IABSE-JSCE Joint conference on Advances in Bridge Engineering-IV, August 26-27, 2020, Dhaka, Bangladesh, Amin, Okui, Bhuiyan, Rahman (eds.) ISBN: 978-984-34-8313-3

S.H.R. Sham, G.X. Yu & S. De Silva, Foundation design methodology for the Padma Main Bridge, IABSE-JSCE Joint conference on Advances in Bridge Engineering-IV, August 26-27, 2020, Dhaka, Bangladesh, Amin, Okui, Bhuiyan, Rahman (eds.) ISBN: 978-984-34-8313-3.