1. 石家庄铁道大学 交通运输学院,石家庄,050043
2. 河北建筑工程学院 土木工程学院,河北,张家口,075000
3. 山西大学 土木工程系,太原,030013
4. 河北建筑工程学院 建筑与艺术学院,河北,张家口,075000
5. 石家庄铁道大学 土木学院,石家庄,050043
王海龙(1965—),男,教授,博士生导师
纸质出版:2020
移动端阅览
王海龙, 戎密仁, 戎虎仁, 等. 应变速率对注浆体力学特性影响规律[J]. 哈尔滨工业大学学报, 2020,52(9):176-184.
WANG Hailong, RONG Miren, RONG Huren, et al. Influence of strain rate on mechanical properties of grouting body[J]. 2020, 52(9): 176-184.
王海龙, 戎密仁, 戎虎仁, 等. 应变速率对注浆体力学特性影响规律[J]. 哈尔滨工业大学学报, 2020,52(9):176-184. DOI: 10.11918/201903167.
WANG Hailong, RONG Miren, RONG Huren, et al. Influence of strain rate on mechanical properties of grouting body[J]. 2020, 52(9): 176-184. DOI: 10.11918/201903167.
为研究微震荷载作用下注浆加固体力学特性
以裂隙倾角30°、宽度4 mm的红砂岩裂隙注浆体为研究对象
借助岩石三轴伺服压力机进行变应变速率(10-5 ~5×10-3 s-1)单轴压缩试验;然后从能量耗散、裂纹扩展及破坏形态等3个方面
分析变应变速率对注浆体力学特性的影响规律及机理. 研究表明:随着应变速率的增加
注浆体的峰值强度、弹性模量均随之而增大;且峰值强度与应变速率呈指数函数关系变化;注浆体受应变速率影响的响应分为敏感应变速率阶段和滞缓应变速率阶段
主要差异在于峰值强度变化率和弹性模量变化率;随着应变速率的增大
注浆体的总能量在增大;压密阶段是影响不同应变速率下注浆体力学特性的主要阶段;敏感应变速率阶段和滞缓应变率阶段中的压密阶段主要区别在于积散比大小
积散比进一步决定产生裂纹的多少和分布区域与规律;耗散能密度对注浆体破坏脱落面积以及粒径分布影响较大
耗散能密度越大
碎块越以大块为主(粒径大的比率逐渐增加)
滞缓应变率阶段耗散能密度较敏感应变率阶段大
其破碎块体较敏感应变率阶段大. 研究在裂隙注浆加固体的变应变速率影响下力学特性
从能理原理、分形理论角度得到了其影响机理.
To study the mechanical properties of grouting body under microseismic loads
the grouting in red sandstone fissure with a fracture angle of 30° and a width of 4 mm was taken as the research object
and the uniaxial compression test was carried out by rock three-axis servo press at different strain rates (10-5-5×10-3 s-1). Then
from the three aspects of energy principle
crack propagation mechanism
and final failure morphology
the influence law and mechanism of variable strain rate on the mechanical properties of grouting were analyzed. Research shows that with the increase of strain rate
the peak strength and elastic modulus of the grouting body increased
and the peak intensity and strain rate changed exponentially. The response of the grouting body affected by strain rate was divided into sensitive strain rate stage and slow strain rate stage
and the main difference was in the peak strength change rate and elastic modulus change rate. As the strain rate increased
the total energy of the grouting body increased. The compaction phase was the main phase affecting the mechanical properties of the grouting body under different strain rates. The main difference between the compaction phase in the sensitive strain rate stage and the slow strain rate stage was in the dispersion ratio
which further determined the number of cracks and the distribution area and its law. The dissipated energy density had a great influence on the failure area and the particle size distribution of the grouting body
where the greater the dissipated energy density was
the greater the proportion of large fragments was (the proportion of larger particle size increased gradually). The dissipated energy density in the slow strain rate stage was larger than that in the sensitive strain rate stage
so the fragments were larger than those in the sensitive strain rate stage. By analyzing the mechanical properties of the grouting in fractured zone under the influence of variable strain rate
the influence mechanism was obtained from the perspectives of energy theory and fractal theory.
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