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Course References

Soil & Site Improvement

CE 553

 

(Note * * these papers were given to the students)

COMPACTION

  1. * *  Traditional Field Testing for Site Improvement

  2. "Construction and Geothecnical Methods in Foundation Engineering " By R.M.Koerner , McGraw-Hill.

  3. "Soil Stabilization in Pavement Structures - A User's Manual "- R.L. Terrel, J.A.Barenberg , J. K. Mitchell , M.R. Tompson , 2 Volumes , Terrel Assoc. Inc. 1979.

  4. American Society for Testing & Materials, Compaction of Soils, Special Technical Publication No.377, 1965.

  5. D'Appolonia, D.J., Whitman,R.V. and D'Appoloma~.(1969) "Sand Compaction with Vibratory Rollers", Journal of the Soil Mechanics and Foundation Div., ASCE, Vol.95, No. SMI, Jan., pp.263-284.

  6. Hilf, J.W. (1975), "Compacted Fill, "Chapter 7 of Foundation Engineering~ Handbook, H.F. Winterkorn and H.Y. Fang, ed., Van Nostrand Reinhold, N.Y.

  7. Leonards, G.A. "Foundation Engineering" Chapter 4 Soil Stabilization, McGraw-Hill Book Company, New York (1962)

  8. TurnbuH "Stabilization of Materials by Compaction" J. Soil Mech. & Foundation Div., ASCE, Vol.82, No.5M2(April 1956)

  9. Lambe, T.W. "The Engineering Behavior of Compacted Clay", Proc. ASCE, Paper 1955, J. Soil Mech. & Foundation Div., (1958).

  10. Seed, H.B. and C.K. Chan: "Structure and Strength Characteristics of Compacted Clays", J. Soil Mech. and Foundation Div. ASCE, Vol.85, No.5M5, October,1959.

  11. Lambe, T.W. "A mechanistic Picture of Shear Strength in Clay, Proceeding of the ASCE Research Conference on the Shear Strength of Cohesive Soils

  12. (1960).

  13. Hans F. Winterkorn and Hsai-Yang Fang, "Foundation Engineering Handbook", Chapter 7, Chapter 8, Van Nostrand Reinhold Company, N.T. (1975).

  14. D'Appolonia,[).A. Whitman,R.V. and D'Appoloma, E."Sand Compaction with Vibratory Rollers", Journal of the Soil Mechanics and Foundation Div.ASCE,Vol. 95, No. SMI, Jan., 263-284.

  15. Seed, H.B. and Michell,J.K. and Chan,C.K., "The Strength of compacted cohesive soils". Proceeding of the ASCE Research Conference on Shear Strength of Cohesive Soils (1960).

MECHANICAL SOIL STABILIZATION

  1. Lambe, T.W. (1962) "Sand Stabilization" Chapter 4 in Foundation Engineering, G.A. Leonards, editor, McGraw-Hill.

  2. NoWinterkorn, H.F.(1975) "Soil Stabilization", Chapter 8 of Foundation Engineering Handbook, Van strand Reinhold Co., N.Y.

  3. "Soil Stabilization in Pavement Structures - A User's Manual "- R.L. Terrel, J.A.Barenberg , J.K. Mitchell , M.R. Tompson , 2 Volues , Terrel Assoc. Inc. 1979.

 STABILIZATION WITH MIXTURES

  1. Lambe, T.W. (1962) "Soil Stabilization" Chapter 4 in Foundation Engineering, G.A. Leonards, editor ,McGraw-Hill.

  2. Thomson, M.R. (1966) "Lime Reactivity of Illinois. Soils", Journal, Soil Mechanics and Foundation Div.ASCE, Sept., pp.67-92.

  3. Thompson, M.R. (1966) "Shear Strength and Elastic Properties of Lime-Soil Mixtures", Highway Research Record No.139, 1966, pp.1-14.

  4. Winterkorn, H.F. (1975) "Soil Stabilization," Chapter 8 of Foundation Engineering Handbook, Van Nostrand Reinhold, N.Y.

  5. "Soil Stabilization in Pavement Structures - A User's Manual "- R.L. Terrel, J.A.Barenberg , J. K. Mitchell , M.R. Tompson , 2 Volues , Terrel Assoc. Inc. 1979.

 

 GROUTING

  1.        F.Aschieri, M.Janniolkowski, and R. Toranghi. "Case History of a Cut-off Wall Executed by Jet Grouting"

  2.         **  P., Anagnosti. "Fissured Clay Improved by Chemical Grouting".

  3.        **  D.G. Coumoulos, and T.P. Koryalos. "Grout Mixtures for Groud Improvement- Laboratory Testing and Quality Control."

  4.          **  Gynla Greschik; "Injected Soil Stabilization in constructing the Budapest underground."

  5.        L.I. Kurdenkov and I.B. Weber. "Injection chemical stabilization of soils in construction practice."

  6.        **  G.S. Littlejohn, J.Ingle and K. Dadasbilge. "Improvement in Base Resistance of   Large Diameter Piles Founded in silty sand".

  7.         **  B.K. Mazurkewicz. "Course of Soil Grouting for Reduction of soil's permeability."

 

 GENARD (DYNAMIC COMPACTION)

  1.  ** J.M. Cognon;P. Liausu; and R.Vialaard. "Combination of the Drain and Surcharge Method with Dynamic Compaction"

  2. ** M.P. Gambin. "The Menard Dynamic Consolidation Method at Nice Airport."

  3. ** J Hartikainen and M. Valtonen." Heavy Tamping of Ground Aimarautio Bridge."

  4. **  H.Koponen. "Soil Improvement by Deep Compaction at the Site of a Harbour"

  5. **  0 Bjolgerud and A.K. Haug. "Dynamic consolidation of Rockfill at an Oild Refinery Site".

 VIBROFLOTATION & VIBROCOMPACTION

  1.  **  D. Johnson; R. Nicholas and G.H. Thomson." An Evaluation of Ground Improvement at Belawan Port, North Sumatra."

  2. **  P.A. Green and C.J. Padfield. "A Field Study of Ground Improvement using Vibroflotation."

  3. **  C.Majorana; P.Mazzalal; and S.Odorizzi. "Prediction of the Settlement of Steel Petroleum Tanks Resting on Stone Columns Reinforced Soil."

  4. **John C. Glover. "Sand Compaction and Stone Columns by the Vibroflotation Process." Symposium on Recent Developments in Ground Improvement Techniques, Bangkok, 29Nov.-3 Dec.1982.

  5. **W. Jebe and K. Bartels. "The Development of compaction Methods with Vibrators from ~976 to 1982."

  6. **K.R. Massarsch and B.B. Broms. "Soil Compaction by Vibro Wing Method".

  7.  ** C.S. Oteo. "Prediction of Settlements After Deep Vibration in Granular Fills."

 PRELOADING

  1. * *         F. Colle selli; A.Mazzucato and P. Previatello. "Improvement of a Site by Preloading".

  2. **          K.W.Tsai; C.C.Lee; and C.S. Chao." Site Improvement by Preloading with Sand DRains."

  3. **          "Soil Improvement by Preliminary Loading in Addition to the Use of Vertical Drains."

 REINFORCED EARTH

  1. **  "Reinforced Earth - Permanent soil improvement by adding materials."

  2.  **          G. Gassier and G. Gudehus. Soil Nailing - "Some Aspects of a New Technique."

 BLASTING

  1.        **          E.J.Kiohn, V.K. Garga and W.Shukin." Densification of Sand Tailings by Blasting".

  2.        **          "Compaction by explosives."

 

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