Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods

被引:18
|
作者
Raymond, Alena J. [1 ,2 ]
DeJong, Jason T. [1 ]
Kendall, Alissa [1 ]
Blackburn, J. Tanner [3 ]
Deschamps, Rick [4 ]
机构
[1] Univ Calif Davis, Dept Civil & Environm Engn, One Shields Ave, Davis, CA 95616 USA
[2] Geosyntec Consultants, 803 2nd St,Suite D, Davis, CA 95616 USA
[3] Keller North Amer, Engn, 7550 Teague Rd,Suite 300, Hanover, MD 21076 USA
[4] Nicholson Construct, Engn, 2400 Ansys Dr,Suite 303, Canonsburg, PA 15329 USA
基金
美国国家科学基金会;
关键词
Geotechnical engineering; Soil improvement; Liquefaction mitigation; Sustainability; Life-cycle assessment; LCA; LCSA; SUPPLEMENTARY CEMENTITIOUS MATERIALS; GREENHOUSE-GAS EMISSIONS; BENEFITS; CONCRETE;
D O I
10.1061/(ASCE)GT.1943-5606.0002646
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A life-cycle sustainability assessment evaluated and compared the impacts of five ground improvement methods commonly implemented to mitigate liquefaction: compaction grouting, deep dynamic compaction, deep soil mixing, vibro compaction, and vibro replacement (i.e., stone columns). Using typical scopes of work provided by geotechnical contractors who specialize in ground improvement, this study developed sustainability benchmarks for the life-cycle impacts and costs of each method, quantified the consequences of the risk and uncertainty inherent in ground improvement projects, and examined impacts to land and soil resources that occur throughout the life cycle. Results showed that deep soil mixing and compaction grouting are the most impactful and costly methods due to the use of portland cement, an energy- and emissions-intensive material. Vibratory methods and deep dynamic compaction are more sustainable, despite the fact that their impacts and costs are more variable and uncertain. Although many factors influence ground improvement design selection (e.g., safety, performance criteria, feasibility, and cost), the results of this study may help inform decision making to realize more sustainable infrastructure.
引用
收藏
页数:14
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