摘要
饱和冻结粉土的单轴抗压振动试验结果表明,在恒定的动荷载(最大应力及最小应力恒定)作用下,冻土的破坏时间及破坏变形随振动频率的加快而减小。当频率小于8Hz时,频率的影响较大。频率大于8Hz时,影响较小。而冻土破坏振次与频率的关系取决于冻土的温度。冻土在-2℃时,破坏振次随频率加快而存在最小值;在-1℃时,则存在最大值;在,-10℃时,随频率加快而增大且无极值。
Based on a large number of tests under constant dynamic stresses(constant maximum stress and min-mum stress),It ls found that the failure time and strain decrease with increasing vibration frequency,the influencedegree of frequency on failure time and strain decreases when the frequency is more than 8 Hz The relationship ofthe frequency and the failure numbers of vibration cycles depends on the soil temperature,the minimum value of thefailure cycle mumbers occurs at-2℃and a maximum value at-15℃,but no limit value is found at-10t.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1995年第3期78-81,共4页
Chinese Journal of Geotechnical Engineering
关键词
冻土
振动
频率
破坏应变
土力学
frequency,failure time and strain,minimum strain rate.