Early-strength mechanism of cementitious additives from perspective of water conversion

被引:0
|
作者
Gan Y.-X. [1 ]
Zhu W. [1 ,2 ]
Lü Y.-Y. [1 ]
Yang Q. [1 ]
机构
[1] Geotechnical Research Institute of Hohai University, Nanjing
[2] College of Environment, Hohai University, Nanjing
来源
| 1600年 / Chinese Society of Civil Engineering卷 / 38期
关键词
Dredged material; Early strength; Solidification; Solidified material; Water conversion;
D O I
10.11779/CJGE201604022
中图分类号
学科分类号
摘要
The problem that large area is occupied by dredged materials and the strength of solidified soil is developed slowly has become urgent in geotechnical engineering. The performance of solidified dredge treated by sulphoaluminate cement which is used in sludge solidification/stabilization (S/S) practice, and the early-strength mechanism based on water transfer are studied. For the dredged materials from Taihu Lake treated by the sulphoaluminate cement and the ordinary portland cement, the unconfined compressive strength (qu) and the failure strain of the solidified soil and the amount of water transfer are measured. The test results show that the sulphoaluminate cement has a good performance of early strength in solidification. The early-strength mechanism is the formation of more crystalline ettringite, that can be quantified by mineral water, which plays a key role in the hydrating reaction. © 2016, Chinese Society of Civil Engineering. All right reserved.
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页码:755 / 760
页数:5
相关论文
共 13 条
  • [1] Zhu W., Zhang C.-L., Liu H.-L., Et al., The status quo of dredged spoils utilization, Environmental Science and Technology, 25, 4, pp. 39-41, (2002)
  • [2] Zhang H.-Q., Xie J., Zhu W., Et al., Present situation of dredged materials dumping and the study of transforming dredged mud into regenerative resources--difficulties of refuses dumping in China seas and countermeasures to deal with these problems, Marine Science Bulletin, 23, 6, pp. 54-60, (2004)
  • [3] Tang Y.-X., Liu H.-L., Zhu W., Study on engineering properties of cement-stabilized soil, Chinese Journal of Geotechnical Engineering, 22, 5, pp. 549-554, (2000)
  • [4] Zhang T.-J., Hong Z.-S., Deng D.-S., Et al., Predication method of unconfined compression strength for cemented silty soils, Journal of Southeast University (Natural Science Edition), 38, 5, pp. 839-843, (2008)
  • [5] Cao Y.-P., Bian X., Deng Y.-F., Solidification of dredged sludge with high water content by new composite additive, Rock and Soil Mechanics, 32, S1, pp. 321-326, (2011)
  • [6] Zhu W., Zhang C.-L., Fan Z.-P., Et al., A new complsite materials for dredged solidification
  • [7] Sun X.-H., Study on mechanism of early-strength of solidified sludge and binders with high early-strength for sludge treatment, (2012)
  • [8] Sun X.H., Zhu W., Qian X.D., Et al., Exploring cementitious additives for pretreatment of high-early- strength sewage sludge from the perspective of the rapid generation of nonevaporable water, Journal of Materials in Civil Engineering, 26, 5, pp. 878-885, (2013)
  • [9] Zhu W., Zhang C.L., Chiu A.C., Soil-water transfer mechanism for solidified dredged materials, Journal of Geotechnical and Geo-environmental Engineering, 133, 5, pp. 588-598, (2007)
  • [10] Zhang C.-L., Study of dredged sediments solidification mechanism based on water tranfer model, (2007)