|
REFERENCES
Back
to Table of Contents
1. Amrhein, J. E. (1998). Reinforced Masonry
Engineering Handbook: Clay and Concrete Masonry, 5th edition
updated,
Masonry Institute of America, Los Angeles, CA, pp. 469.
2.
Bjerrum, L. (1963). "Allowable Settlements of Structures," Proceeding
of European Conference on Soil Mechanics and Foundation Engineering,
Weisbaden, Vol. 2, pp. 135-137.
3. Boone, S. J. (1996). "Ground-Movement-Related Building
Damage," Journal of Geotechnical Engineering, ASCE,
Vol. 122, No. 11, pp. 886-896.
4. Boone, S. J., Westland,
J., and Nusink, R., (1999). "Comparative
Evaluation of Building Responses to and Adjacent Braced Excavation," Canadian
Geotechnical Journal, Canadian Geotechnical Society, Vol.
36, pp. 210-223.
5. Boscardin, M. D. and Cording, E. J. (1989). "Building
Response to Excavation-Induced Settlement," Journal
of Geotechnical Engineering, ASCE, Vol. 115, No. 1, pp. 1-21.
6.
Boscardin, M. D., Cording, E. J., and O'Rourke,
T. D. (1979). "Case Studies of Building Behavior in
Response to Adjacent Excavation", University of Illinois
Report for the U.S. Department of Transportation, Report
No. UMTA-IL-06-0043-78-2.
7. Bozozuk, M. (1962). "Soil Shrinkage Damages Shallow
Foundations at Ottawa Canada," The Engineering Journal,
Canada, pp. 33-37.
8.Brinkgreve R.B.J. and Vermeer P.A. (1998).
Finite Element Code for Soil and Rock Analysis. PLAXIS
7.0 manual. Balkema.
9. Burland, J. B., and Wroth, C. P.,
(1974). "Settlement
of Buildings and Associated Damage," Proceeding of
a Conference on Settlement of Structures, Cambridge, pp.
611-654.
10. Burland, J. B., Broms, B. B., and de Mello,
V. F., (1977). "Behavior
of Foundations and Structures," 9th International Conference
on Soil Mechanics and Foundation Engineering, Tokyo, State-of-the-Art
Report, Vol. 2, pp. 495-546.
11. Bushell, T. D., McCarthy,
D. W., and McCluskey, E., (1999). "Performance of Multiple Retention Systems
During Cut and Cover Tunnel Construction," Geo-Engineering
for Underground Facilities, Proceeding of the Third National
Conference, ASCE, Geotechnical Special Publication No. 90,
pp. 888-899.
12. Calvello,M. (2002). Inverse analysis of
supported excavations through Chicago glacial clays. PhD
Thesis, Northwestern
University,
Evanston,IL.
13. Caspe M.S. (1966) Surface settlement adjacent
to braced open cuts. Journal of the Soil Mechanics and
Foundations Division, ASCE, Vol. 92, p. 51-59.
14. Canadian
Foundation Engineering Manual, (1992), 3rd edition, Canadian
Geotechincal Society, BiTech Publishers
Ltd., Vancouver, BC, Canada, 512 p.
15.. Chung, C. K. and
Finno, R. J. (1992). "Influence
of Depositional Processes on the Geotechnical Parameters
of Chicago Glacial Clays," Engineering Geology, Vol.
32, 1992, pp. 225-242.
16. Clough, G. W. and Reed, M. W. (1984). "Measured
Behavior of Braced Wall in Very Soft Clay," Journal
of Geotechnical Engineering, ASCE, Vol. 110, No. 1, pp. 1-19.
17.
Clough, G. W., and O`Rourke, T. D. (1990). "Construction
Induced Movements of In-Situ Walls," Design and Performance
of Earth Retaining Structures, Proceedings of a Specialty
Conference at Cornell University, ASCE, New York, pp. 439-470.
18.
Clough, G. W., Smith, E. M., and Sweeney, B. P. (1989). "Movement
Control of Excavation Support Systems by Iterative Design," Current
Principles and Practices, Foundation Engineering Congress,
Vol. 2, ASCE, pp. 869-884.
19. Cunningham, J. A., and Fernandez,
J. I. (1972). "Performance
of Two Slurry Wall Systems in Chicago," Proceeding
of the ASCE Specialty Conference on Performance of Earth
and Earth-Supported Structures, Lafayette, Indiana, Vol.
1, Part 2, pp. 1425-1449.
20. D'Appolonia, D. J. (1971). "Effects of Foundation
Construction on Nearby Structures," Proceedings of
the 4th Pan-American Conference on Soil Mechanics and Foundation
Engineering, ASCE, New York, Vol. 1, pp. 189-236.
21. Dulacska, E. (1992). Soil Settlement Effects on Buildings,
Developments in Geotechnical Engineering, No. 69, Elsevier,
New York, pp. 447.
22.. ETABS (1999). "ETABS Linear and Nonlinear Static
and Dynamic Analysis and Design of Building Systems," User's
Manual, Volumes 1 and 2, 1st ed, Computer and Structures,
Inc., Berkeley, CA, 895 pp.
23. Finno, R. J. (1992). "Deep Cuts and Ground Movements
in Chicago Clay," Excavation and Support for the Urban
Infrastructure, Geotechnical Special Publication No. 33,
ASCE, New York, pp. 119-143.
24. Finno R.J. and Chung C.K. (1992). Stress-strain-strength
responses of compressible Chicago glacial clays. Journal
of Geotechnical Engineering, ASCE, Vol. 118, No. 10, p. 1607-1625.
25. Finno, R. J. and Harahap, I. S. (1991). "Finite
Element Analysis of the HDR-4 Excavation," Journal
of Geotechnical Engineering, ASCE, Vol. 117, No. 10, pp.
1590-1609.
26. Finno, R. J., Atmatzidis, D. K., and Perkins, S. B.
(1989). "Observed Performance of a Deep Excavation
in Clay," Journal of Geotechnical Engineering, ASCE,
Vol. 115, No. 8, pp. 1045-1064.
27. Finno R.J., Bryson L.S. and Calvello M. (2002). Performance
of a stiff support system in soft clay. Journal of Geotechnical
and Geoenvironmental Engineering, ASCE, Vol. 128, No. 8,
p. 660-671.
28. Goldberg, D. T., Jaworski, W. E., and Gordon, M. D.
(1976). "Lateral Support Systems and Underpinning,
Vols. I, II, and III," Federal Highway Administration,
Report No. FHWA-RD-75-127, -128, and -129.
29. Hill M.C. (1998). Methods and guidelines for effective
model calibration. U.S. Geological Survey Water-Resources
investigations report 98-4005, 90 pp.
30. Hsieh, P-G. and Ou, C-Y. (1998). "Shape of Ground
Surface Settlement Profiles Caused by Excavation," Canadian
Geotechnical Journal, Vol. 35, No. 6, pp. 1004-1017.
31. Kawamura, K.M. (1999). "Hardening-Soil Parameters
for Compressible Chicago Glacial Clays." Masters Thesis,
Northwestern University, Evanston, Illinois, USA.
32. Koutsoftas, D. C., Frobenius, P., Wu, C. L., Meyersohn,
D. and Kulesza, R. (2000). "Deformations During Cut-and-Cover
Construction of MUNI Metro Turnback Project," Journal
of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.
126, No. 4, pp. 344-359.
33. Lamb, T. W. (1970). "Braced Excavations," Proceeding
of the ASCE Specialty Conference on Lateral Stresses in the
Ground and Design of Earth Retaining Structures, Ithaca,
New York, pp. 149-218.
34. Lambe T.W. and Whitman R.V. (1969). Soil mechanics.
John Wiley and Sons. New York.
35. Lee, F. H., Yong, K. Y., Quan, K. C. N., and Chee, K.
T. (1998). "Effect of Corners in Strutted Excavation:
Field Monitoring and Case Histories," Journal of Geotechnical
and Geoenvironmental Engineering, ASCE, Vol. 124, No. 4,
pp. 339-349.
36. Leonards, G. A. (1975). Discussion of "Differential
Settlement of Buildings," by Grant, R., Christian,
J. T., and Vanmarcke, E. H., Journal of Geotechnical Engineering
Division, ASCE, Vol. 101, No. GT7, pp. 700-702.
37. MacGregor, J. G. (1997). Reinforced Concrete: Mechanics
and Design, 3rd ed., Prentice Hall, Upper Saddle River, NJ,
pp. 939.
38. Mair, R. J., Taylor, R. N., and Burland, J. B. (1996). "Prediction
of Ground Movements and Assessment of Risk of Building Damage
Due to Bored Tunneling," Proceeding of the International
Symposium on Geotechnical Aspects of Underground Construction
in Soft Ground, edited by R. J. Mair and R. N. Taylor, London,
Balkema, pp 713-718.
39. Mana, A. I. and Clough, G. W. (1981). "Prediction
of Movements for Braced Cut in Clay," Journal of Geotechnical
Engineering, ASCE, Vol. 107, No. 8, pp. 759-777.
40. Mainstone, R. J. (1971). "On the Stiffness and
Strengths of Infilled Frames," Proceedings of the Institution
of Civil Engineers, The Institution of Civil Engineers, London,
England, Supplemental Vol. IV, Paper 7360s, pp. 57-90.
41. Mainstone, R. J., (1974). "Discussion – on
Session No. 5," Proceedings of the Conference on Settlement
of Structures, Cambridge, Pentech Press, London, p. 771.
42. Mainstone, R. J., and Weeks, G. A., (1970). "The
Influence of a Bounding Frame on the Racking Stiffness and
Strengths of Brick Walls," Proceedings of the 2nd International
Brick and Masonry Conference, Building Research Establishment,
Watford, England, pp. 165-171.
43. Meyerhof, G. G. (1982). "Limit States Design in
Geotechnical Engineering," Structural Safety, No. 1,
pp. 67-71.
44. Meyerhof, G. G. (1956). Discussion of "Settlement
Analysis of Six Structures in Chicago and London," by
Skempton, A. W., Peck, R. B., and MacDonald, D. H., Proceedings
of the Institution of Civil Engineers, London, England, Vol.
5, No. 1, p. 170.
45. Meyerhof, G. G. (1953). "Some Recent Foundation
Research and its Application to Design," Structural
Engineer, Vol. 31, pp. 151-167.
46. Milligan, G. W. E., (1985). "Soil Deformations
Behind Retaining Walls," Ground Movements and Structures,
Pentech Press, London, p. 702-722.
47. Morgenstern N. (1995). Managing risk in geotechnical
engineering. Proc. 10th Pan American Conference on Soil Mechanics
and Foundation Engineering, Vol. 4.
48. NAVFAC DM-7.2 (1982) Design Manual: Foundations and
Earth Structures, U.S. Department of the Navy, Washington,
DC
49. O'Rourke, T. D. (1981). "Ground Movements
Caused by Braced Excavation," Journal of Geotechnical
Engineering, ASCE, Vol. 107, No. 9, pp. 1159-1178.
50. O'Rourke, T. D., Cording, E. J., and Boscardin,
M. D. (1976). "The Ground Movements Related to Braced
Excavations and Their Influence on Adjacent Structures",
University of Illinois Report for the U.S. Department of
Transportation, Report No. DOT-TST-76T-22.
51. Otto, George H. (1963). "Engineering Geology of
the Chicago Area," Foundation Engineering in the Chicago
Area: 3-1 – 3-24.
52. Ou, C. Y. and Shiau, B. Y., (1998). "Analysis
of the Corner Effect on Excavation Behavior," Canadian
Geotechnical Journal, Canadian Geotechnical Society, Vol.
35, pp. 532-540.
53. Ou, C. Y., Chiou, D. C., and Wu, T. S. (1996). "Three-Dimensional
Finite Element Analysis of Deep Excavations," Journal
of Geotechnical Engineering, ASCE, Vol. 122, No. 5, pp. 337-345.
54. Peck, R. B. (1969). "Deep Excavations and Tunneling
in Soft Ground," Proceedings 7th International Conference
on Soil Mechanics and Foundation Engineering, State-of-the-Art
Volume, pp. 225-290.
55. Peck, R. B. (1969b). "Advantages and Limitations
of the Observational Method in Applied Soil Mechanics," Geotechnique,
Vol. 18, No. 2, pp. 171-187.
56. Peck, R.B. and Reed, W.C. (1954). "Engineering
Properties of Chicago Subsoils," Bulletin No. 423,
Engineering Experiment Station, University of Illinois, Urbana,
Illinois.
57. Poeter E.P. and Hill M.C. (1998). Documentation of UCODE,
a computer code for universal inverse modeling. U.S. Geological
Survey Water-Resources investigations report 98-4080, 116
pp.
58. Poeter EP and Hill M.C. (1997). Inverse Methods: A Necessary
Next Step in Groundwater Modeling, Ground Water, v. 35, no.
2, p. 250-260.
59. Poh, T. Y. and Wong, I. H., (1998). "Effects of
Construction of Diaphragm Wall Panels on Adjacent Ground:
Field Trial," Journal of Geotechnical and Geoenvironmental
Engineering, ASCE, Vol. 124, No. 8, pp. 745-756.
60. Polshin, D. E., and Tokar, R. A. (1957). "Maximum
Allowable Non-Uniform Settlement of Structures," Proceedings
of the 4th International Conference on Soil Mechanics and
Foundation Engineering, London, England, Vol. 1, pp. 402-405.
61. Roboski, J. F. (2001). "Soil Parameters for Constitutive
Models of Compressible Chicago Glacial Clays." Masters
Thesis, Northwestern University, Evanston, Illinois, USA.
62. SAP2000 (2000). "SAP2000 Three Dimensional Static
and Dynamic Finite Element Analysis and Design of Structures," Analysis
Reference, version 7.4, Computer and Structures, Inc., Berkeley,
CA, 421 pp.
63. Schanz T., Vermeer P.A. and Bonnier P.G. (1999). The
Hardening Soil model - formulation and verification. Proceedings
Plaxis Symposium "Beyond 2000 in Computational Geotechnics",
Amsterdam, Balkema, p. 281-296.
64. Skempton, A. W., and MacDonald, D. H. (1956), "The
Allowable Settlements of Buildings," Proceedings of
the Institution of Civil Engineers, London, England, Part
3, Vol. 6: pp. 727-768.
65. Swatek, E. P., Asrow, S. P., and Seitz, A. M. (1972), "Performance
of Bracing for Deep Chicago Excavation," Proceeding
of the ASCE Specialty Conference on Performance of Earth
and Earth-Supported Structures, Lafayette, Indiana, Vol.
1, pp. 1303-1322.
66. Terzaghi, K. (1943), Theoretical Soil Mechanics, John
Wiley and Sons, Inc., New York, NY.
67. Terzaghi, K. and Peck, R. (1967), Soil Mechanics in
Engineering Practice, 2nd ed., John Wiley and Sons, Inc.,
New York, NY, pp. 729.
68. Tschebotarioff, G. P. (1973), Foundations, Retaining
and Earth Structures, 2nd ed., McGraw-Hill Book Company,
New York, NY, 642 pp.
69. Viggiani G. and Atkinson J. (1995). Stiffness of fine
grained soils at very small strains. Geotechnique, Vol. 45,
p. 249-265.
|