[1]吴小玲,吴炳,李挺,等.花岗岩残积土动剪切模量室内和原位试验研究[J].华侨大学学报(自然科学版),1992,13(2):226-231.[doi:10.11830/ISSN.1000-5013.1992.02.0226]
 Wu Xiaoling,Wu Bing,Lin Ting,et al.Study on Dynamic Shear Modulus of Granite Residual Soil[J].Journal of Huaqiao University(Natural Science),1992,13(2):226-231.[doi:10.11830/ISSN.1000-5013.1992.02.0226]
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花岗岩残积土动剪切模量室内和原位试验研究()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第13卷
期数:
1992年第2期
页码:
226-231
栏目:
出版日期:
1992-04-20

文章信息/Info

Title:
Study on Dynamic Shear Modulus of Granite Residual Soil
作者:
吴小玲吴炳李挺陈云敏吴世明
华侨大学; 华侨大学; 浙江大学
Author(s):
Wu Xiaoling Wu Bing Lin Ting Chen Yunmin Wu Shiming
关键词:
残积土 动剪切模量 原状土 重塑土 原位测试 共振柱
Keywords:
residual soil dynamic shear modulus undisturbed soil remoulded soil in situ test resonant column
DOI:
10.11830/ISSN.1000-5013.1992.02.0226
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。
Abstract:
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 s

相似文献/References:

[1]吴炳.花岗岩风化残积粘性土动力特性的试验研究[J].华侨大学学报(自然科学版),1987,8(1):25.[doi:10.11830/ISSN.1000-5013.1987.01.0025]
 Wu Bing.Experimental Investigation on Dynamic Properties of Weathered Granite Residual-Cohesive Soil[J].Journal of Huaqiao University(Natural Science),1987,8(2):25.[doi:10.11830/ISSN.1000-5013.1987.01.0025]

备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2014-03-22