摘要
通过天津市区５种原状土振动三轴试验结果，采用数学归纳法着重分析了天津市区范围内，具有代表性的５种土：砂土、粉土、粉质粘土、粘土、淤泥质土的动力参数特征，并给出５种土性在不同埋深处的剪切模量和阻尼比随剪应变的关系曲线．
Using mathematical induction five kinds of representative undisturbed soils in urban districts of Tianjin: sand, silty, silty clay, clay, and sludge are mainly analyzed by means of vibratory triaxial compression test. The curves of the relation between maximum shear modulus as well as damping ratio and shear strain for the five kinds of soils at different depths are respectively given.
出处
《天津城市建设学院学报》
CAS
1998年第2期45-51,共7页
Journal of Tianjin Institute of Urban Construction
