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Position: Home > Articles > Effects of Unconfined Compressive Strength of Channel Lining of Cement-soil Journal of Heilongjiang Bayi Agricultural University 2016,28 (2) 97-99

渠道衬砌水泥复合土抗压强度试验研究

作  者:
解国梁;王海波;杨辉;刘少东
单  位:
黑龙江八一农垦大学
关键词:
水泥土;无侧限抗压强度;稻壳粉
摘  要:
利用黑龙江北安某灌渠区沉积粘土配制水泥土,稻壳粉掺量分别取0%、1.5%、4.5%、7.5%,养护龄期取3、9、14、28 d,通过水泥土室内配合比试验,研究不同稻壳粉掺量,不同龄期对水泥土无侧限抗压强度的影响,得出了固定水泥掺量后,不同龄期、不同稻壳粉掺入量与圆柱体无侧限抗压强度的关系,对该地区水泥土的进一步开发和应用有较好的指导作用。
译  名:
Effects of Unconfined Compressive Strength of Channel Lining of Cement-soil
作  者:
Xie Guoliang;Wang Haibo;Yang Hui;Liu Shaodong;Heilongjiang Bayi Agricultural University;
关键词:
cement soil;;unconfined compressive strength;;rice hull powder
摘  要:
The cemented-soil was made from rice hull powder,cement and silty clay of Heilongjiang province irrigation district. The mount of rice hull powder was 0%,1.5%,4.5%,7.5% respectively in the lab and the rice hull powder-cement soils were cured in3,9,14,28 d respectively. The Unconfined compressive strength were measured,and the influence factors were analyzed. The results offered a great guideline to the use of cement soil mixing.

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