A review on lateral response of DCM and a case study
Tóm tắt: 38
| 
PDF: 23 
##plugins.themes.academic_pro.article.main##
Author
Từ khóa:
Deep cement mixing
lateral resistance
embankment
improvement methods
case study
Tóm tắt
Deep cement mixing (DCM) is one of the geotechnical solutions to support an embankment. The horizontal bearing capacity of the DCM is insufficient to resist high lateral loads, which may lead to large horizontal displacements or even failures of the structure. Therefore, the lateral resistance of the DCM material is the main challenge that needs to be studied in depth. Lateral resistance improvement methods, such as using steel beams, concrete piles, T-shape columns, fibres, anchors, and PVDs, are presented based on previous research. A case study at the Hiep-Phuoc Container port project in Vietnam is used to analyse failure reasons and recommendations provided.
Tài liệu tham khảo
-
[1] D. A. Bruce, "An introduction to the deep soil mixing methods as used in geotechnical applications," Office of Infrastructure Research and Development, Department of Transportation. Federal Highway Administration, 2000.
[2] M. P. Moseley and K. Kirsch, Ground improvement. CRC Press, 2004.
[3] M. Kitazume and M. Terashi, The Deep Mixing Method. London: Taylor and Francis, 2013.
[4] B. Indraratna, J. Chu, and C. Rujikiatkamjorn, Ground Improvement Case Histories: Chemical, Electrokinetic, Thermal and Bioengineering Methods. Elsevier, 2015.
[5] G. Holm, "State of practice in dry deep mixing methods," in Third International Conference on Grouting and Ground Treatment, New Orleans, Louisiana, United States, 2003, pp. 145-163.
[6] K. M. Rollins, M. Herbst, M. Adsero, and D. Brown, "Jet grouting and soil mixing for increased lateral pile group resistance," in GeoFlorida 2010: Advances in Analysis, Modeling & Design, West Palm Beach, Florida, United States, 2010, pp. 1563-1572.
[7] J. J. Chen, L. Zhang, J. F. Zhang, Y. F. Zhu, and J. H. Wang, "Field Tests, Modification, and Application of Deep Soil Mixing Method in Soft Clay," Journal of Geotechnical and Geoenvironmental Engineering, vol. 139, no. 1, pp. 24-34, 2013.
[8] A. Dehghanbanadaki, K. Ahmad, N. Ali, M. Khari, P. Alimohammadi, and N. Latifi, "Stabilization of soft soils with deep mixed soil columns," EJGE, vol. 18, pp. 295-306, 2013.
[9] A. Porbaha, "State of the art in deep mixing technology: part I. Basic concepts and overview," Proceedings of the Institution of Civil Engineers–Ground Improvement, vol. 2, no. 2, pp. 81-92, 1998.
[10] Terashi, "Keynote lecture: design of deep mixing in infrastructure applications," in Deep Mixing '05: International Conference on Deep Mixing Best Practice and Recent Advances, Stockholm, Sweden, 2005.
[11] N. Denies and G. Van-Lysebetten, "General Report–Session 4–SOIL MIXING 2–DEEP MIXING," in The International Symposium of ISSMGE-TC211: Recent Research, Advances & Execution Aspects of Ground Improvement Works, Brussels, Belgium, 31 May–1 June 2012.
[12] G. M. Filz and M. P. Navin, "Stability of column-supported embankments," Virginia Center for Transportation Innovation and Research, 2006.
[13] J. Han, S. Oztoprak, R. L. Parsons, and J. Huang, "Numerical analysis of foundation columns to support widening of embankments," Computers and Geotechnics, vol. 34, no. 6, pp. 435-448, 2007.
[14] D. Bergado, G. Lorenzo, and P. Long, "Limit equilibrium method back analyses of geotextile-reinforced embankments on soft Bangkok clay – a case study," Geosynthetics International, vol. 9, no. 3, pp. 217-245, 2002.
[15] G. Ye, Q. Zhang, Z. Zhang, and H. Chang, "Centrifugal modeling of a composite foundation combined with soil–cement columns and prefabricated vertical drains," Soils and Foundations, vol. 55, no. 5, pp. 1259-1269, 2015.
[16] G. B. Ye, Z. Zhang, H. F. Xing, M. S. Huang, and C. Xu, "Consolidation of a composite foundation with soil–cement columns and prefabricated vertical drains," Bulletin of Engineering Geology and the Environment, vol. 71, no. 1, pp. 87-98, 2012.
[17] D. Bergado, P. Long, S. Chaiyaput, and A. Balasubramaniam, "Prefabricated Vertical Drain (PVD) and Deep Cement Mixing (DCM)/Stiffened DCM (SDCM) techniques for soft ground improvement," IOP Conference Series: Earth and Environmental Science, vol. 143, no. 1, p. 012002, 2018.
[18] Y. Yi, S. Liu, Y. Du, Z. Zhu, and G. Du, "The T-shaped deep mixed column application in soft ground improvement," in Grouting and Deep Mixing, 2012, pp. 389-399.
[19] Y. Yi, P. Ni, and S. Liu, "Numerical simulation of T-shaped soil-cement column supported embankment over soft ground," in China–Europe Conference on Geotechnical Engineering, Vienna, Austria, 2018, pp. 1068-1071.
[20] Y. Yi, S. Liu, and A. Puppala, "Laboratory modelling of T-shaped soil–cement column for soft ground treatment under embankment," Géotechnique, vol. 66, no. 1, pp. 85-89, 2015.
[21] S.-Y. Liu, Y.-J. Du, Y.-L. Yi, and A. J. Puppala, "Field investigations on performance of T-shaped deep mixed soil cement column–supported embankments over soft ground," Journal of Geotechnical and Geoenvironmental Engineering, vol. 138, no. 6, pp. 718-727, 2011.
[22] H. Li, S. Liu, and L. Tong, "Field investigation of the performance of composite foundations reinforced by DCM-bored piles under lateral loads," Construction and Building Materials, vol. 170, pp. 690-697, 2018.
[23] Voottipruex, D. Bergado, T. Suksawat, P. Jamsawang, and W. Cheang, "Behavior and simulation of deep cement mixing (DCM) and stiffened deep cement mixing (SDCM) piles under full scale loading," Soils and Foundations, vol. 51, no. 2, pp. 307-320, 2011.
[24] Voottipruex, T. Suksawat, D. Bergado, and P. Jamsawang, "Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads," Computers and Geotechnics, vol. 38, no. 3, pp. 318-329, 2011.
[25] W. Raongjant and M. Jing, "Field testing of stiffened deep cement mixing piles under lateral cyclic loading," Earthquake Engineering and Engineering Vibration, vol. 12, no. 2, pp. 261-265, 2013.
[26] P. Jamsawang, D. Bergado, A. Bandari, and P. Voottipruex, "Investigation and simulation of behavior of stiffened deep cement mixing (SDCM) piles," International Journal of Geotechnical Engineering, vol. 2, no. 3, pp. 229-246, 2008.
[27] A. Wonglert and P. Jongpradist, "Impact of reinforced core on performance and failure behavior of stiffened deep cement mixing piles," Computers and Geotechnics, vol. 69, pp. 93-104, 2015.
[28] N. Denies, N. Huybrechts, F. De Cock, B. Lameire, J. Maertens, A. Vervoort, and A. Guimond-Barrett, "Thoughts on the durability of the soil mix material," in Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, Scotland, 2015.
[29] Ministry of Transport, Marine Port Facilities – Design Requirements, TCVN 11820-9:2023, TCVN, 2023.
Xem thêm
##plugins.themes.academic_pro.article.sidebar##
Đã Xuất bản
Oct 31, 2025
Download
Cách trích dẫn
Oh, E., và V.-N. Pham. “A Review on Lateral Response of DCM and a Case Study”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 23, số p.h 10C, Tháng Mười 2025, tr 7-12, doi:10.31130/ud-jst.2025.23(10C).656E.
