Citation: | GUO Xiao-peng, LI Jun-qi. EXPERIMENTAL STUDY ON FROST RESISTANCE PERFORMANCE OF PERMEABLE BRICK PAVEMENT[J]. ENVIRONMENTAL ENGINEERING , 2020, 38(4): 53-58. doi: 10.13205/j.hjgc.202004010 |
LAI Y M, ZHANG S M, YU W B. A new structure to control frost boiling and frost heave of embankments in cold regions[J]. Cold Regions Science and Technology, 2012, 79/80:53-66.
|
VANCURA M, MACDONALD K, KHAZANOVICH L. Microscopic analysis of paste and aggregate distresses in pervious concrete in a wet, hard freeze climate[J]. Cement & Concrete Composites, 2011, 33(10):1080-1085.
|
LI W, POUR-GHAZ M, CASTRO J, et al. Water absorption and critical degree of saturation relating to freeze-thaw damage in concrete pavement joints[J]. Journal of Materials in Civil Engineering, 2011, 24(3):299-307.
|
FAGERLUND G. The critical degree of saturation method of assessing the freeze/thaw resistance of concrete[J]. Materials and Structures, 1977, 10(4):217-229.
|
马悦因. 多孔混凝土透水基层材料设计研究[D].武汉:武汉理工大学,2008.
|
薛冬杰, 谭文菁. 透水性生态混凝土的抗冻研究[J].山西建筑, 2015, 41(32):119-120.
|
中华人民共和国住房和城乡建设部. 普通混凝土长期性能和耐久性实验方法标准:GB/T 50082-2009[S].北京:中国建筑工业出版社,2009.
|
中华人民共和国住房和城乡建设部.透水砖路面技术规程:CJJ/T 188-2012[S].北京:中国建筑工业出版社,2012.
|
LITVAN G G. Pore structure and frost susceptibility of building materials[J]. Res Pap, 1973:17-30.
|
李俊奇, 张哲, 王耀堂, 等. 透水铺装设计与维护管理的关键问题分析[J]. 给水排水, 2019,45(6):26-31.
|
SUTTER L, VAN DAM T, PETERSON K R, et al. Long-term effects of magnesium chloride and other concentrated salt solutions on pavement and structural portland cement concrete[J]. Transportation Research Record Journal of the Transportation Research Board, 2006, 1979(1):60-68.
|
LEECH C, LOCKINGTON D, HOOTON R D, et al. Validation of Mualem's conductivity model and prediction of saturated permeability from sorptivity[J]. ACI Materials Journal, 2008, 105(1):44.
|