Flat Plate Dilatometer and Finite Element Analysis in Evaluation of Settlement Induced Effects on Utilities

ABSTRACTFlat-plate dilatometer (DMT) and ASTM D 2435 consolidation test derived constrained moduli are compared and a utility analysis is performed. For the Northwest Corridor Express Lanes project along I-75 in Georgia, utilities (sewers, water lines, etc.) were expected to be affected by new embankment construction. Because of extensive sample disturbance incurred during sampling and testing of the Piedmont residuum soil, consolidation tests measured low constrained moduli and preliminary settlement estimates predicted large and unrealistic settlements. Additional DMT in situ tests were used to measure the constrained modulus with less disturbance. At critical utility crossings, the proposed embankments were modeled using PLAXIS 2D with soil defined by the DMT constrained modulus profiles. Settlement profiles from these modeled cross-sections were applied to the utilities using an elastic beam approach. The use of the DMT and elastic beam approach confirmed many of the critical utilities would not be damaged, thereby saving construction time and tens of millions of dollars in utility remediation and relocation costs.

Language

  • English

Media Info

  • Media Type: Web
  • Features: References;
  • Pagination: pp 145-154
  • Monograph Title: Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing

Subject/Index Terms

Filing Info

  • Accession Number: 01702451
  • Record Type: Publication
  • ISBN: 9780784482124
  • Files: TRIS, ASCE
  • Created Date: Apr 23 2019 3:19PM