Elimination of loess collapsibility with application to construction and demolition waste during dynamic compaction

被引:23
作者
Feng, Shi-Jin [1 ]
Shi, Zhen-Ming [1 ]
Shen, Yang [1 ]
Li, Liu-Chi [1 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Construction and demolition waste; Collapsibility; Loess; Down-hole dynamic compaction; AGGREGATE; CONCRETE; SAND;
D O I
10.1007/s12665-014-3783-7
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
With the rapid modernization of China's infrastructure construction, disposal of the massive amount of construction and demolition waste (CDW) produced each year has gradually developed into a national concern due to its increasingly adverse effect on the environment. Additionally, in northwestern China, ground deformation triggered by collapsible loess has caused severe damage to local infrastructure. In an attempt to address both problems simultaneously, this paper proposes the novel approach of applying CDW as a pile filler for the down-hole dynamic compaction. The concept, construction process, and design principles of this new method are described, and its efficiency and feasibility are validated in detailed studies of four practical cases in different locations in China. Problems that arise in certain aspects of this method, i.e., code revision with consideration of the variable loess conditions and CDW in different locations, are also discussed. Case studies and relevant discussions indicate a promising future for this environmentally friendly and eco-efficient method that is broadly applicable in many locations.
引用
收藏
页码:5317 / 5332
页数:16
相关论文
共 33 条
[1]  
Aatheesan T, 2010, J WASTE RESOUR MANAG, V163, P29
[2]  
Abbeche K, 2010, GEOTECHNICAL SPECIAL, P69, DOI DOI 10.1061/41103(376)10
[3]   Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil [J].
Alawaji, HA .
GEOTEXTILES AND GEOMEMBRANES, 2001, 19 (02) :75-88
[4]  
An H, 2009, 2 INT C TRANSP ENG, P800
[5]   Geotechnical and Geoenvironmental Properties of Recycled Construction and Demolition Materials in Pavement Subbase Applications [J].
Arulrajah, A. ;
Piratheepan, J. ;
Disfani, M. M. ;
Bo, M. W. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (08) :1077-1088
[6]   Encapsulated stone columns as a soil improvement technique for collapsible soil [J].
Ayadat, T. ;
Hanna, A. M. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2005, 9 (04) :137-147
[7]   Geotechnical Properties of Blends of Recycled Clay Masonry and Recycled Concrete Aggregates in Unbound Pavement Construction [J].
Azam, A. M. ;
Cameron, D. A. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (06) :788-798
[8]   COLLAPSE MECHANISM IN PARTLY SATURATED SOIL [J].
BARDEN, L ;
MCGOWN, A ;
COLLINS, K .
ENGINEERING GEOLOGY, 1973, 7 (01) :49-60
[9]   Properties and Performance of Concrete Made with Recycled Low-Quality Crushed Brick [J].
Bazaz, Jafar Bolouri ;
Khayati, Mahmood .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2012, 24 (04) :330-338
[10]  
Carson T. B., 2012, GeoCongress 2012 State of the Art and Practice in Geotechnical Engineering, P3644, DOI 10.1061/9780784412121.373