American Society of Civil Engineers


Soil-Based Flowable Fill for Pipeline Construction


by Jason Y. Wu, P.E., (Associate Professor, Department of Civil Engineering, Chung Hua University, 707 Sec. 2, Wufu Road, Hsinchu, Taiwan 30012, ROC)
Section: Bedding and Backfill Issues, pp. 925-938, (doi:  http://dx.doi.org/10.1061/40800(180)74)

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Document type: Conference Proceeding Paper
Part of: Pipelines 2005: Optimizing Pipeline Design, Operations, and Maintenance in Today’s Economy
Abstract: This research investigated the performance of a soil-based flowable fill as an alternative backfill for pipeline construction. The excavated natural silty sand from a trench was used as the major ingredient in the flowable fill. The study consisted of two phases. In phase I, laboratory experiments were conducted to develop optimum mix formula. Tests included physical properties, flowability, and strength. In phase II, field trial construction was conducted to verify the accuracy of laboratory results and evaluate the field performance of the material. Based on the research, for strength values ranging from 300 to 1,000 kPa, the cement-to-water and water-to-solid ratios were the two most important parameters controlling the engineering performance of the material. Laboratory and field observations provided strong evidence that the use of soil-based flowable fill can be a practical solution and promote optimum quality for pipeline construction.


ASCE Subject Headings:
Backfills
Construction
Fills
Pipe materials
Pipelines