摘要
对3%水泥稳定风化砂进行干湿循环试验,研究干湿循环作用下试件强度特性的变化规律。结果表明,干湿次数的增加会降低试件的无侧限抗压强度,前6次干湿作用对水泥稳定风化砂的强度影响较大,强度损失率超过36%,后6次干湿作用对强度影响较小。
The dry-wet cycle test was carried out on 3% cement stabilized weathered sand, and the change law of the strength characteristics of the specimen under the action of the dry-wet cycle was studied. The results show that the increase of the number of wet and dry times will reduce the unconfined compressive strength of the specimens. The first 6 dry and wet effects have a greater impact on the strength of cement stabilized weathered sand, and the strength loss rate exceeds 36%. The last 6 dry and wet effects Less impact on strength.
作者
张进港
冉海英
翟明虎
胡文军
Zhang Jingang;Ran Haiying;Zhai Minghu;Hu Wenjun(School of Transportation Engineering,Shandong Jianzhu University,Jinan,Shandong 250101;Shandong Luqiao Group Co.Ltd.,Jinan,Shandong 250000;Shandong Provincial Communications Planning and Design Institute Group Co.Ltd.,Jinan,Shandong 250031)
出处
《江西建材》
2021年第8期32-33,共2页
Jiangxi Building Materials
关键词
水泥稳定风化砂
干湿循环
无侧限抗压强度
Cement stabilized weathered sand
Dry-wet cycle
Unconfined compressive strength