School of Engineering and Technology, (SET)

As more engineering structures are built, it becomes increasingly difficult to find a site with suitable soil properties. The properties at many sites must be improved by the use of some form of soil improvement methods, such as: static or dynamic compaction, reinforcement, drainage or by the use of admixtures. Thus, it is important for the soil engineers to know the different soil improvement methods; the degree to which soil properties may be improved; and the costs and benefits involved. In this way, the soil engineer can gain knowledge in order to design ground improvement projects as well as to advise the client regarding value engineering to save cost and obtain maximum benefits for the specific project. This course deals with the latest state-of the-art techniques of soil improvement including geosynthetics.

Surface compaction, deep compaction, preloading, vertical drains, vacuum drainage, mechanically stabilized earth (reinforced earth), granular piles, micropiles, lime stabilization, cement stabilization, chemical stabilization, grouting, geotextiles; lightweight embankment materials.

CE71.11 Advanced Soil Mechanics and Testing

I.              Densification and Compactions
1.      Shallow and deep compactions
2.      Dynamic compaction and vibroflotation.

II.           Preloading and Drainage
1.      Vertical drain (including thermo-PVD) with surcharge and vacuum preloading
2.      Electro-osmotic consolidation with vertical drains.

III.         Soil Reinforcement
1.      Reinforced earth and geotextiles applications
2.      Granular piles/sand compaction piles.

IV.        Soil Stabilization by Admixtures
1.      Soil + cement (deep mixing method)
2.      Soil + lime (lime columns) and other additives
Bergado, D.T., Anderson, L.R., Miura, N. and Balasubramaniam, A.S. (1996), Improvement of Soft Ground, ASCE Press, American Society of Civil Engineers, New York, U.S.A.
 
Koerner, R.M. (1997), Designing with Geosynthetics, Prentice Hall, New Jersey, U.S.A.
 
Holtz, R.D., Christopher, B.R. and Berg, R.R. (1997), Geosynthetic Engineering, Bitech Publishers Ltd., Canada.
 
Jones, C.J.F.P. (1996), Earth Reinforcement and Soil Structures, ASCE Press, New York, U.S.A.
 
Xanthakos, P.P., Abramson, L.W. and Bruce, D.A. (1994), Ground Control and Improvement, John Wiley and Sons, New York, U.S.A.
Bo, M.W. and Choa, V. (2004), Reclamation and Ground Improvement, Thomson Publishers, Singapore.
Bo, M.W., Chu, J., Low, B.K. and Choa, V. (2003),  Soil Improvement by PVD, Thomson Publishers, Singapore.
ASCE (1997), Ground Improvement, Reinforcement and Treatment, ASCE Geotechnical Publication No. 69, Shaefer, V.R. (Editor).
Mitchell, J.K. and Villet, W.C.B. (1987), Reinforcement of Earth Slopes and Embankments, NCHRP Report No. 290, Transportation Research Board, Washington, D.C., U.S.A.
ASCE (1994), In-Situ Deep Soil Improvement, ASCE Special Geotechnical Publication No. 45, ASCE,         New York, U.S.A.
Hausman, M. R. (1994), Engineering Principles of Ground Modification, McGraw Hill, New York, U.S.A.
Geotextiles and Geomembranes Journal
Geosynthetics International Journal
ASCE Journal of Geotech. and Geoenvi. Eng’g
Ground Improvement Journal
Canadian Geotechnical Journal
Geotechnical Testing Journal
Soils and Foundations Journal
Geotechnique Journal
The final grade will be computed from the following parts:

Midterm Exam (30%)
Final Exam (50%)
Assignments (20%).

Open formulas are allowed in both midterm and final examinations.
SECTION NAME
A Dr. Kuo-Chieh Chao