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From page 4...
... 4C h a p t e r 2 A literature review was completed to identify similar reports and systems previously developed for geoconstruction technologies. Two broad concepts are discussed herein.
From page 5...
... 5being similar to a classification problem (e.g., analogous to soil classification and mineral identification)
From page 6...
... 6Expert System for Preliminary Ground Improvement Selection Motamed et al.
From page 7...
... 744 Fiber reinforcement 44 Texsol 44 Mechanically stabilized embankments 44 Anchorages 44 Nails 44 Pinpiles 44 Diaphragm walls • Ground treatment technologies 44 Compaction grouting 44 Jet grouting 44 Permeation grouting 44 Hydrofracture grouting 44 Compensation grouting 44 Fissure grouting 44 Bulk grouting 44 Slabjacking 44 Deep soil mixing 44 Shallow soil mixing The system was programmed using a DOS-based system to facilitate the program operating on a personal computer. A relational database system was selected to implement IKD-GIGS because the software was economical, popular, powerful, and easy to use.
From page 8...
... 8Table 2.1. Questions Involved in Constructing Highways on Problem Foundations Question Remarks Elevated structure or embankment?
From page 9...
... 9Soil Improvement Holtz et al.
From page 10...
... 10 Key Elements in Deep Vibratory Ground Improvement Bell (2004) discusses the importance of the construction technique in regard to deep vibratory ground improvement.
From page 11...
... 11 Geotechnical Aspects of Pavements Christopher et al.
From page 12...
... 12 aggregate is required, determine its thickness, t1, and reduce the thickness by 50%, considering the use of a geosynthetic.

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