首页|不同应力养护条件对水泥土力学性能影响试验研究

不同应力养护条件对水泥土力学性能影响试验研究

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为更好地了解水泥土在养护时期所受应力大小对其后期力学性能的影响,研发恒温等压或偏压条件下水泥土试样的养护装置和相应的试验方法.基于改制的恒温恒压水泥土试样养护装置,制作等压和偏压养护条件下不同龄期的水泥土试样.通过无侧限压缩试验(UCT),获得等压和偏压养护条件下水泥土试样的应力-应变曲线及其无侧限抗压强度(UCS)和变形模量E50随龄期的演化规律.试验结果表明:等压养护时围压σc从0.1 MPa增加到0.3 MPa,水泥土试样在龄期为7 d和14 d时的无侧限抗压强度和变形模量E50均随着围压的增加而增大,但28 d龄期水泥土样的UCS和E50随围压σc的增长而减小,甚至0.3 MPa围压养护试样的UCS已低于无围压养护试样的UCS,水泥土存在"高围压养护长期强度降低效应";不同轴压比λ下偏压养护的水泥土样,其60 d龄期的UCS在偏压较小(即λ<λc,λc为临界轴压比)时逐渐增加,而在偏压较大(即λ>λc)时逐渐下降,即水泥土又存在"小偏压养护强度增加,大偏压养护强度降低的效应".通过对试验结果进行回归分析,分别建立等压养护下计入围压参数σc的水泥土UCS和E50的演化方程、偏压养护下水泥土UCS和E50与轴压比λ的经验关系式.研究成果对于深刻理解环境条件对水泥土力学性能的影响机制和指导工程实践,具有较好的理论和工程实际意义.
Experimental study on mechanical properties of cement soil under different stress curing conditions
In order to better explore the influence of curing stress on mechanical properties of cemented soil,a curing device and corresponding testing methods for cemented soil samples under constant temperature and isotropic or deviatoric stress conditions were developed.Using this curing device,the specimens of cemented soil subjected to isotropic or deviator stress were prepared under varying curing time.The unconfined compression tests were carried out on these specimens of cemented soil to obtain the stress-strain relations as well as the evolution patterns of UCS and E50 of cemented soil over the curing time.The following findings were obtained in this work:the UCS and E50 of cemented soil specimen under ages of 7 and 14 days increased with the confining stress increasing from 0.1 to 0.3 MPa but decreased with the rise of confining pressure under 28-day curing time.The UCS values of cemented soil specimens under 0.3 MPa confining stress was less than those of the unconfined specimens,i.e.,the high confining stress in curing period could reduce the strength of cemented soil.For cemented soil specimens with different axial pressure ratios,the increases in UCS at 60 days can be observed under small deviator stress,while the decrease in UCS can be observed under large deviator stress.The strength of cemented soil specimens increases when cured under small deviator stress(axial stress ratio less than the critical axial stress ratio),while it decreases when cured under large deviator stress(axial stress ratio greater than the critical axial stress ratio).Based on the regressive analyses of the test results,the growth models of the UCS and E50 accounting for the confining stress under the curing condition of isotropic stress as well as the correlations of the UCS and E50 with the axial stress ratio under the curing condition of deviator stress were established,respectively.The findings could provide insights for the impact of environmental conditions on the mechanical properties of cemented soil,and guide the engineering practices for cemented soil applications.It has promising theoretical and practical engineering significance.

cemented soilunconfined compressive strengthdeformation moduluscuring of isotropic stresscuring of deviatoric stress

陈昌富、吕晨阳、蔡焕、张根宝

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湖南大学 建筑安全与节能教育部重点实验室,湖南 长沙 410082

湖南大学 土木工程学院,湖南 长沙 410082

湖南城市学院 土木工程学院,湖南 益阳 413000

水泥土 无侧限抗压强度 变形模量 等压养护 偏压养护

国家自然科学基金资助项目国家自然科学基金资助项目湖南省教育厅科学研究重点项目

519782545227834921A0511

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(2)
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