Advances in ground modification with chemical additives: From theory to practice

被引:77
作者
Puppala, Anand J. [1 ]
机构
[1] Univ Texas Arlington, Civil Engn, Arlington, TX 76019 USA
基金
美国国家科学基金会;
关键词
Soil stabilization; Stabilizer effectiveness; Leachate studies; Novel stabilization methods; Sustainability; FLY-ASH GEOPOLYMER; STRENGTH DEVELOPMENT; STABILIZATION; CEMENT; SOILS; LIME;
D O I
10.1016/j.trgeo.2016.08.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This keynote paper describes recent advances in chemical stabilization with a particular focus on applications related to transportation infrastructure. Chemical stabilization advances ranging from stabilization design guidelines with incorporation of fundamental soil chemistry principles to novel chemical additives for future stabilization are covered. This paper focuses on chemical treatments of shallow to moderate subgrade depths for supporting transportation pavement infrastructure. A background summary of stabilization methods along with modifications to the current design practices is presented. This section is followed by a comprehensive experimental program on chemical treatments of expansive subsoils. Both clay mineralogy influence and durability issues are fully addressed. Stabilization leachate studies and their implication in relation to real field performance are also addressed. The final outcome of this research is a more comprehensive stabilization methodology that addresses soil types and performance based testing methodologies. The last two sections cover a brief summary of new treatments of immense interest to addressing sustainable elements in ground improvement practices. (C) 2016 Published by Elsevier Ltd.
引用
收藏
页码:123 / 138
页数:16
相关论文
共 41 条
[1]   Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman [J].
Al-Rawas, AA ;
Hago, AW ;
Al-Sarmi, H .
BUILDING AND ENVIRONMENT, 2005, 40 (05) :681-687
[2]  
Al-Rawas AA, 2002, GEOTECH TEST J, V25, P199
[3]  
[Anonymous], 98401 ISUERIAMES
[4]  
[Anonymous], 1966, HIGHWAY RES REC
[5]  
[Anonymous], THESIS
[6]   Class F fly-ash-amended soils as highway base materials [J].
Arora, S ;
Aydilek, AH .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2005, 17 (06) :640-649
[7]   Strength and microstructure evaluation of recycled glass-fly ash geopolymer as low-carbon masonry units [J].
Arulrajah, Arul ;
Kua, Teck-Ang ;
Horpibulsuk, Suksun ;
Phetchuay, Chayakrit ;
Suksiripattanapong, Cherdsak ;
Du, Yan-Jun .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 114 :400-406
[8]   Sustainability and geotechnical engineering: perspectives and review [J].
Basu, Dipanjan ;
Misra, Aditi ;
Puppala, Anand J. .
CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (01) :96-113
[9]  
Bel R. de, 2009, Characterization, modeling, and performance of geomaterials. Selected papers from the 2009 Geohunan International Conference, Changsha, Hunan, China, 3-6 August 2009, P186
[10]  
Chen F.H., 1988, FDN EXPANSIVE SOILS