A New Saturation-Based Framework for Compaction Quality Control-Reference-Cited by-同舟云学术

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A New Saturation-Based Framework for Compaction Quality Control

Published:2024-03 Issue:3 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Miller Kevin C.¹,Vahedifard Farshid²^ORCID

Affiliation:

1. Ph.D., Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762; Chief Engineer, Building & Construction, Intertek-PSI, Indianapolis, IN 46268.

2. Berger Chair Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9084

Reference27 articles.

1. AASHTO. 2018. One-point method for determining maximum dry density and optimum moisture. AASHTO Designation: T 272. Washington, DC: AASHTO.

2. Altschaeffl A. G. and C. W. Lovell Jr. 1968. “Compaction variables and compaction specification.” Geology 116–133. https://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=2904&context=roadschool.

3. Dynamic optimization of compaction process for rockfill materials

4. ASTM. 2015. Standard test methods for laboratory compaction characteristics using modified effort (2,700 kN-m/m3). ASTM D1557. West Conshohocken, PA: ASTM.

5. ASTM. 2021a. Standard test methods for laboratory compaction characteristics using standard effort (600 kN-m/m3). ASTM D698. West Conshohocken, PA: ASTM.

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