摘要
许多学者对软土在动力作用下的变形特性进行了大量的研究,并提出了相应的经验公式,但其经验公式参数较多且试验复杂,不易被一般工程技术人员掌握运用。本文采用天津滨海地区软土为研究对象,进行钻探取样、波速测试、室内静力学和动三轴试验,获取该地区软土的静、动力学参数,并利用相对简单的模型对残余应变和软化指数随振次的变化规律采用最小二乘法进行拟合,取得很好的效果。成果表明,利用简单的模型对软土的动力特性进行区域性研究是可行的。该成果可为今后软土动力特性和软土震陷计算方法研究提供参考和基础性资料。
The settlement of a soft-soil foundation due to earthquake is a considerable threat to buildings. To accurately calculate this settlement, a great number of studies have been carried out regarding the deformation characteristics of soft soil under dynamic loading, and a variety of empirical formulas have been proposed. These formulas, however, are not easy to apply by engi- neers without specific training because there are a large number of parameters and the experi- ments are complex. Based on the results from drilling sampling, wave velocity tests, and indoor static and dynamic triaxial tests, we obtained the static and dynamic parameters of 16 soil speci- mens at nine different depths in the coastal region of Tianjin, which experienced a large settle- ment following the 1976 Tangshan earthquake. We grouped the specimens into three categories with respect to their components and density, and used relatively simple models and the least squares method to fit the change law of the residual strain and the degradation index of the speci- mens. The research results show that： （1） The density of soft soil can be used to determine its composition and dynamic characteristics, and also as a main parameter to establish the relation- ship between the static and dynamic characteristics of soft soil. （2） Silty soil and shell interlayerscan increase the modulus of soft soil. To obtain accurate parameters, the soil layers should be classified carefully before performing experiments. （3） The experimental results suggest that exponential models are advantageous when doing regional research on the deformation character- istics of soft soil under dynamic loading. （4） Dynamic loading has little influence on the degrada- tion index of soft soil. In addition to these results, this study also provides some references and basic data for future research on the dynamic characteristics and seismic settlement of soft soil.
出处
《地震工程学报》
CSCD
北大核心
2017年第1期95-99,118,共6页
China Earthquake Engineering Journal
基金
中央高校基本科研业务专项资金(ZY20140206)
中国地震局地震科技星火计划项目(XH15067Y)
关键词
软土
动三轴试验
动力特性
残余应变
软化指数
soft soil
dynamic triaxial test
dynamic characteristics
residual strain
degradation index
