A Modified CLSM Trench Backfilling Method to Provide Immediate Bearing Capacity-Reference-Cited by-同舟云学术

A Modified CLSM Trench Backfilling Method to Provide Immediate Bearing Capacity

Published:2022-09 Issue:3 Volume:148 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Luhulima Dofran Winner¹^ORCID,Liao Hung-Jiun²^ORCID,Tsai Yi-Ying³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Section 4, Keelung Rd., Da’an District, Taipei 106335, Taiwan (corresponding author). ORCID: .

2. Distinguished Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Section 4, Keelung Rd., Da’an District, Taipei 106335, Taiwan. ORCID:

3. Master’s Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, No. 43, Section 4, Keelung Rd., Da’an District, Taipei 106335, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000379

Reference19 articles.

1. ACI (American Concrete Institute). 2005. Controlled low strength material. Farmington Hill, MI: ACI.

2. Altair EDEM. 2020. EDEM documentation. Sterling Heights, MI: DEM Solutions.

3. Boschert J. and J. Butler. 2013. “CLSM as a pipe bedding: Computing predicted load using the modified Marston equation.” In Proc. Pipelines 2013 Conf.: Pipelines 2013: Pipelines and Trenchless Construction and Renewals—A Global Perspective 1201–1212. Elkhorn WS: National Clay Pipe Institute.

4. Bowles, J. 1996. Foundation analysis and design. Singapore: McGraw-Hill International Book Company.

5. Experimental and Numerical Analysis of Soil–Pipe Interaction

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