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Analysis of aggregate pier systems for stabilization of subgrade settlement.

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  • Abstract:
    Every year, ODOT undertakes numerous pavement patching/resurfacing projects to repair pavement

    distress and structural failure due to soft and/or organic soils constituting the subgrade. Other than the

    temporary solution of patching/resurfacing, removal of weak soils and replacement with new suitable

    engineered fill can be used for permanent remediation. However, when problem soils are relatively deep

    this method can be too costly. There are various vertical column support methods used for civil

    engineering structures when soils are not strong enough to support the structure. Although some of

    these methods are utilized by several state DOTs to remediate settlement problems of existing

    roadways, they were not used in Ohio for this purpose. This study investigated the applicability of

    various vertical column support systems to improve subgrade and reduce settlements for existing

    roadways in Ohio. A decision matrix has been developed to identify the feasible methods. Two sites

    with ongoing subgrade settlements have been investigated through detailed subsurface investigations

    for possible implementation. Several technically feasible vertical column support methods have been

    identified for these sites. Lifetime cost-benefit analysis performed show that although there are some

    upfront costs associated with these remediation methods, the vertical column support ground

    improvement methods are significantly more cost effective compared to the current practice of

    patching/resurfacing temporary alternative during the project’s lifetime, and can result in significant

    cost savings to ODOT and roadway users.

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    PDF
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    urn:sha256:9e074f41061310fb3fd3fe730eb6736a49f890b7a090c63fc6ef9014e24f896c
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  • File Type:
    Filetype[PDF - 13.95 MB ]
File Language:
English
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