摘要
本文用室内共振柱试验和现场表面波频谱分析法,研究花岗岩残积土动剪切模量的性质,比较分析了花岗岩残积土原状土与重塑土、原状土与原位测试动剪切模量之间的差异。提出了原状土、重塑土和原位测试动剪切模量之间的相关关系。
The dynamic shear modulus of granite residual soil was studied by both indoor test with reso- nant column apparatus and spectral analysis of surface wave in situ.Undisturbed sample of granite residual soil was compared with remoulded sample;undisturbed soil was also compared with dynamic shear modulus in situ.As a result,the correlation of dynamic shear modulus with undisturbed soil and remoulded soil was revealed.
出处
《华侨大学学报（自然科学版）》
CAS
1992年第2期226-231,共6页
Journal of Huaqiao University(Natural Science)
基金
国家自然科学基金
关键词
花岗岩
残积土
动剪切模量
原状土
residual soil,dynamic shear modulus,undisturbed soil,remoulded soil,in situ test,resonant column
