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- W2330497863 abstract "Results of a comprehensive evaluation of construction and performance of an in-situ mixed soil-cement-bentonite (SCB) wall constructed at a Florida site are presented and discussed. Cracking of boreholes during verification drilling resulted in in-hole permeability test results higher than specified limits in contract documents. The evaluation indicated that fluid pressures associated with certain verification drilling techniques (e.g., coring) may result in longitudinal stresses in the SCB wall of sufficient magnitude to exceed the tensile strength of the wall backfill resulting in cracking. Also, transverse cracking away from boreholes was observed many months after construction within the top portion of the wall. The investigation of internal stresses in the wall indicated that drying shrinkage which occurred above a moisture zone together with thermal shrinkage had the capacity to induce tension stresses which exceeded the tensile strength of the wall backfill, and caused the observed transverse cracking at the top portion of the wall. The study found that cracks did not affect the overall performance of the SCB wall." @default.
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- W2330497863 date "2012-08-17" @default.
- W2330497863 modified "2023-10-18" @default.
- W2330497863 title "Evaluation of Soil-Cement-Bentonite Wall Performance - Effects of Backfill Shrinkage" @default.
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- W2330497863 doi "https://doi.org/10.1061/9780784412350.0036" @default.
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