Internal Failure of Deep Mixing Columns Reinforced by a Shallow Stabilized Soil Beneath an Embankment
Tóm tắt
Từ khóa
Tài liệu tham khảo
Martel DW, Piling W (2015) Dam wall toe stabilisation using mass soil mixing techniques. In: Deep mixing 2015, pp 181–192
Shrestha R, Jose S, Griffin R, Jose S, Cali P, Engineering SL, Kafle S, Jose S, Watanabe M, Jose S, Yang D, Jose S (2015) Deep mixing for levee repair at hurricane protection project. In: Deep Mixing 2015, vol 23, pp 257–266
Bertoni M, Schmutzler W (2015) Soil mixing for the LPV-111 levee improvement, New Orleans: a case history. In: Deep mixing 2015, vol 2, pp 247–256
Arnold M (2015) Seepage cut-off wall installation using cutter soil mixing for Herbert Hoover dike rehabilitation. In: Deep mixing 2015, vol 727, pp 213–222
Tanaka Y, Mitarai Y, Nagatome T, Corporation T, Branch T (2015) Application of large-scale and rapid construction of light- weight stabilized soil with air foam for deep water zone to stabilize existing quay wall. In: Deep mixing 2015, vol c, pp 203–212
Nagatsu T, Uchida K, Kurumada Y (2015) Soil improvement in Marina Coastal Expressway project (C485) with cement deep mixing (CDM) method. In: Deep mixing 2015, pp 467–474
Tatsuoka F (2004) Cement-mixed soil for Trans-Tokyo Bay highway and railway bridge abutments. In: Geotechnical engineering for transportation projects, pp 18–76
Yamasaki K, Hemstreet D, Gerondale A, Shao L (2015) Wet soil mixing for supporting bridge abutments on spread footings. In: Deep mixing 2015, pp 395–404
Rollins KM, Brown DA, Law H (2015) Simplified model for increased lateral resistance of deep foundations using soil mixing. In: Deep mixing 2015, pp 385–394
Yamashita K, Tanikawa T, Shigeno Y, Hamada J (2015) Vertical load sharing of piled raft with grid-form deep mixing walls. In: Deep Mixing 2015, pp 437–446
Weatherby D, Zywicki D (2012) Deep soil mixed wall and jet grouting for an excavation retention system at museum of fine arts, Boston. In: Grouting and deep mixing 2012, pp 379–388
Ruffing D, Sheleheda M, Schindler R (2012) A case study: unreinforced soil mixing for excavation support and bearing capacity improvement. In: Grouting and deep mixing 2012, pp 410–416
Forrest M, Roadifer J, Gorski G (2015) Cement deep soil mixing shear wall stabilization Calaveras dam replacement project, California. In: Deep mixing 2015, pp 299–308
Arora S, Shao L, Schultz J (2012) Wet soil mixing for bearing capacity, liquefaction mitigation, and water cutoff for scour protection for a new bridge abutment. In: Grouting and Deep mixing 2012, pp 575–584
Imai M, Konishi K, Higashinaka K, Honda T, Kaneda K (2015) Experiment to determine the influence of groundwater level on grid-form deep mixing walls for liquefaction control. In: Deep mixing 2015, pp 349–355
Rayamajhi D, Tamura S, Khosravi M, Boulanger RW, Wilson DW, Ashford SA, Olgun CG (2015) Investigating reinforcing effects of soil-cement columns in liquefiable sand using dynamic centrifuge tests. In: Deep mixing 2015, pp 375–384
Holm G, Macsik J, Makusa G, Kennedy H, Rogbeck Y (2015) Stabilization of materials – upgrading of soils and sediments to use in geo-constructions. In: Deep mixing 2015, pp 405–414
Sasa K, Kurumada Y, Watanabe M (2015) Mixing proportion design and construction management for application of cement deep micing method to construction project on controlled final landfill site in Japan. In: Deep mixing 2015, pp 193–202
Kitazume M, Maruyama K (2006) External stability of group column type deep mixing im-proved ground under embankment loading. Soils Found 46(3):323–340
Kitazume M, Maruyama K (2007) Internal stability of group column type deep mixing improved ground under embankment loading. Soils Found 47(3):437–455
Ishikura R, Ochiai H, Omine K, Yasufuku N, Matsuda H, Matsui H (2009) Evaluation of the settlement of in situ improved ground using shallow stabilization and floating-type cement-treated columns. Doboku Gakkai Ronbunshuu C, vol 65, no. 3, pp 745–755
Chai JC, Hino T, Kirekawa T, Miura N (2010) Settlement prediction for soft ground improved by columns. Proc. ICE—Gr. Improv., vol 163, no. 2, pp 109–119
Kitazume M (2011) Effect of surface improvement layer on internal stability of group type deep mixing improved ground under embankment loading. p 20
Nguyen B, Takeyama T, Kitazume M (2016) External failure of deep mixing columns reinforced by a shallow layer beneath an embankment. J JSCE 4(1):92–105
Beasley DH, James RG (1976) Use of a hopper to simulate embankment construction in a centrifugal model. Geotechnique 26(1):220–226
Takemura J, Kondoh M, Esaki T, Kouda M, Kusakabe O (1999) Centrifure model tests on double propped wall excavation in soft clay. Soils Found 39(3):75–87
Horii N, Toyosawa Y, Tamate S, Hashizume H (2001) Centrifuge model test on the stability of a clayey ground improved by deep mixing method with a low improvement ratio. In: International conferences on recent advances in geotechnical earthquake engineering and soil dynamics, Paper no. 9.36
Davies MCR, Parry RHG (1985) Centrifuge modelling of embankments on clay foundations. Soils Found 25(4):19–36
Tsuji T, Kitazume M (2013) Centrifuge model tests and numerical analyses on stability of soft clay slope improved by column type deep mixing method. Tokyo Institute of Technology
Take WA, Bolton MD, White DJ (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique 53(7):619–631
Zhang YD, Tan TS, Leung CF (2005) Application of particle imaging velocimetry (PIV) in centrifuge testing of uniform clay. Int J Phys Model Geotech 5(1):15–26
White DJ, Take WA (2002) GeoPIV: particle image velocimetry (PIV) software for use in geotechnical testing. Technical Report No: CUED/D-SOILS/TR322. Geo PIV. Cambridge University Engineering Department
Dracos T (1996) Partical tracking velocimetry. In: Dracos T (ed) Three-dimensional velocity and vorticity measuring and image analysis techniques. Springer, pp 155–256
Murthy TG (2013) Evolution of deformation fields in 1-g model tests of footings on sand. In: ICPMG2014-physical modelling in geotechnics. CRC Press, pp 653–657
Tatarniuk C, Bowman E (2012) Case study of a road embankment failure mitigated using deep soil mixing. In: Grouting and deep mixing 2012, pp 471–482