State of the art in quality assessment of deep mixing technology

Ground Improvement

Volumn 6, Issue 3, 2002, Pages 95-120

  Porbaha, A ^a  

^a CALIFORNIA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

Deep soil mixing; Foundations; Quality assessment

Indexed keywords

DEEP MIXING METHOD; FOUNDATION; GROUND IMPROVEMENT; PREDICTION; QUALITY CONTROL; RESEARCH AND DEVELOPMENT;

EID: 0036658469     PISSN: 1365781X     EISSN: None     Source Type: Journal    
DOI: 10.1680/grim.6.3.95.39048     Document Type: Article

References (93)

1. Evaluating the utility of geophysical surveying methods
2. Field methods for quality control at the dry jet mixing method
3. Interpretation of moduli from self-boring pressuremeter tests on sand
4. Current methods of sampling and testing of soil cement and their limitations
5. Cross borehole tomography
6. Static and dynamic properties of sand-cement
7. Basic performance of a mixing method incorporating prevention of rotation of the soil cement with the mixer blades
8. Trends in geophysical site characterization
9. Quality control for dry mix methods
10. Quality assessment of cement mixed soil ground by S-wave tomography
11. Determination of representative CPT-parameters
12. Colmix: The process and its applications
13. Development and application of deep mixing soil stabilization method to control displacement of adjacent ground
14. Quality assessment of cement stabilized soil by S-wave logging
15. Swedish deep stabilization research activities
16. Column penetration tests and extraction of lime/cement columns
17. A probabilistic approach to evaluate shear strength of heterogeneous stabilized ground by deep mixing method
18. An evaluation of strength of soils improved by the DMM
19. Can the strength of a borehole wall be used to assess the strength of soil cement columns?
20. Quality control of dry lime cement columns by the pressuremeter test
21. Assessment of the quality of stabilized peat and clay
22. Evaluation of soil improvement using borehole resistivity profiler
23. An approach on judgement of improvement effect by chemical grouting with dynamic cone penetration test
24. On the deep mixing chemical mixing method using cement hardening agent
25. Modelling the non-linear deformation properties of stiff geomaterials
26. Use of deep cement mixing to reduce settlements at bridge approaches
27. Soil improvement method controlling at low strength for excavation of ground treated by the deep mixing method
28. In-situ measurement of volume change characteristics
29. Experiment on the improvement of sandy soil using the deep mixing method
30. DMM by cement slurry
31. Experimental research into mixing devices used for the deep mixing method of soil improvement
32. Research on low strength improvement using the deep mixing method for the purpose of post-improvement excavation
33. Strength evaluation on logging in ground stabilized by deep mixing method
34. Stress-strain relationship of mixtures with two different materials and its application to one-dimensional compression property of sand clay mixed soils
35. Deformation analysis of composite ground by homogenization method
36. Estimation of in-situ strength of cement-treated soil
37. Estimation of in-situ strength of cement treated soils based on a two-phase mixture model
38. Installation of lime columns and their performance in Bangkok clay
39. State-of-the-art in deep mixing technology, Part I: Basic concepts and overview of technology
40. Ground improvement engineering: The state of the US practice. Discussion
41. State-of-the-art in deep mixing technology: Design considerations
42. Challenges for implementation of deep mixing in the USA
43. Deep mixing technology in Asia
44. State-of-the-art in deep mixing technology, Part II: Applications
45. Development of FRICON, the frictionless cone penetrometer
46. Deep mixing technology for deep excavation
47. Dry jet mixing method for liquefaction remediation
48. Deep mixing technology for liquefaction mitigation
49. State-of-the-art in deep mixing technology: Geomaterial characterization of deep mixing
50. Static response of fly ash columnar improved ground
51. State of the art in construction aspects of deep mixing technology
52. In situ measurement of artificially cemented ground properties
53. The effectiveness of lime column in Surabaya subsoil in Indonesia
54. Drilled shafts under axial loading
55. Studies on improved ground by deep mixing method: Sampling and unconfined compression test of large-sized specimen
56. Evaluation of effectiveness of cement-treated columns by rotary penetration test
57. Influence of apex angle on cone penetration factors in clay
58. New core sampler with planet gear for investigating the cement mixed ground
59. Sampling of soil stabilized by deep mixing method with triple-tube core sampler
60. Mikasa's direct shear apparatus: Test procedures and results
61. Development of borehole sonar for the evaluation of soil cement column
62. Use of non-destructive method for the evaluation of reclaimed soil cement
63. Stiffness of hard soils and soft rocks in engineering applications
64. Deformation characteristics of soils and rocks from field and laboratory tests
65. Deformation characteristics of soils and rocks from field and laboratory tests
66. Stiffness of soft rocks in Tokyo metropolitan area: From laboratory tests to full-scale behaviour
67. Effect of sample disturbance on dynamic properties of sand
68. Alignment control of a deep cut-off wall
69. The use of rotary probing for new quality control of soil improvement
70. The Trans Tokyo Bay Highway project: A huge project under construction
71. Resistivity and induced polarization methods
72. Field test of deep mixing method for the TTBH project
73. Cement and lime columns for ground improvement: A field study at Pasir Ris
74. Shear strength of improved soils at lap-joint-face
75. Factors affecting the quality of treated soil during execution of deep mixing
76. Real-time monitoring technique for control of quality of deep mixing piles