| Summary: | Problematic soils (e.g. collapsible, soft, reactive) pose significant challenges to the geotechnical communities due to their low bearing capacity and high compressibility, causing distress and damage to many infrastructure developments including foundations, retaining walls, pavements, etc. The constraints on construction time and environmental and safety issues, as well as maintenance costs and expected lifetime of structures have continued to demand unfailing innovation in construction encircling problematic soils. Although the risks associated with problematic soils have been long recognised, problems associated with such soils and corresponding financial losses are increasing in many places around the world. Numerous solutions have thus been proposed for construction on problematic soils including replacement of the entire problematic materials, soil stabilisation by chemical additives (e.g. cement) and use of pile foundations. However, most existing solutions have either environmental serious concerns (e.g. chemical additives) or costly (e.g. pile foundations). In this paper, some innovative and promising solutions for dealing with problematic soils are proposed and presented, and their controlling parameters, efficiency and limitations are demonstrated and discussed.
|
|---|