首页|水泥和SH固化剂复合改性风积沙路基土动力特性研究

水泥和SH固化剂复合改性风积沙路基土动力特性研究

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为研究水泥与SH固化剂复合改性沙漠风积沙的动力特性,以水泥和SH固化剂为材料,以最优含水率为定值,研究复合固化材料含量对试验土体的影响.本实验共制试样26 组,每组3 个试样,开展了固结不排水振动三轴试验和核磁共振试验,分析了2 种材料的复合固化机理及力学特性;通过核磁共振试验揭示掺入SH固化剂后试样的微观孔隙变化规律,从而对固化剂的改良效果进行评价.结果表明:(1)单一水泥固化效果比 2 种固化材料复合固化土体的效果较差.2 种固化材料复合能起到较好的固化效果,固化后的土体内部结构更为稳固.(2)掺量为11%的水泥和0.5%的SH固化剂的固化效果在所有工况下为最优.(3)单掺水泥后土体的应力应变曲线表现为应变软化型,加入SH固化剂后应力应变曲线表现为应变硬化型.研究结果可以为沙漠地区公路建设提供理论依据.
Study on the dynamic characteristics of composite modified aeolian sand roadbed soil with cement and SH curing agent
To explore the dynamic characteristics of composite modified desert aeolian sand with ce-ment and SH curing agent,cement and SH curing agent are taken as materials and the optimal mois-ture content as a constant value to study the effects of composite curing material content on the ex-perimental soil.A total of 26 group of specimens are prepared,with 3 samples in each group.The consolidated undrained vibration triaxial test and nuclear magnetic resonance(NMR)test are con-ducted to analyze the composite curing mechanism and mechanical properties of the two materials.The microscopic pore variations of specimen are revealed by using NMR test after adding SH curing agent to evaluate the improvement effects of the curing agent.The results show that:(1)The effect of single addition of cement is worse than that of two curing materials.The combination of two materials can play a better curing effect when the solidified soil has a more stable internal structure.(2)The curing effect of 11%cement and 0.5%SH curing agent is the best under all working conditions.(3)The stress-strain curve of the soil after single addition of cement shows a strain softening type,while the stress-strain curve shows a strain hardening type after adding SH curing agent.The re-search results can provide theoretical basis for highway construction in desert areas.

aeolian sandcementSH curing agentnuclear magnetic resonance(NMR)roadbed project

郭德尚、房建宏、王青志

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青海大学土木水利学院,青海 西宁 810016

青海省交通科学研究院,青海 西宁 810016

风积沙 水泥 SH固化剂 核磁共振 路基工程

国家自然科学基金青海省科技厅项目青海大学中青年科研项目

421610262021-ZJ-7162022-QGY-5

2024

青海大学学报(自然科学版)
青海大学

青海大学学报(自然科学版)

影响因子:0.355
ISSN:1006-8996
年,卷(期):2024.42(3)
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