中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
AE TEST OF CALCAREOUS SANDS WITH PARTICLE RUSHING

文献类型:期刊论文

作者Wang, Ren1; Tan, Fengyi2,3,4; Wang, Xinzhi1,4; Hu, Mingjian1,4; Zhu, Changqi1,4
刊名POLISH MARITIME RESEARCH
出版日期2017
卷号24页码:118-124
关键词Calcareous sands Accoustic emission Conventional triaxial Consolidated undrained AE signal Particle crushing
ISSN号1233-2585
DOI10.1515/pomr-2017-0073
英文摘要The particle of calcareous sands was forced to crush, then the energy from the crushing was released by the form of sound waves. Therefore the AE technique was used to detect the calcareous sands AE signal when it crushed. by to study the AE characteristics, the mechanics of calcareous sands was studied. Study showed that: (1) there was the AE activities on the low confining pressure condition at the beginnig of test, (2) there was more and more AE activities with the continuing of test until to the end, (3) the calcareous sands' AE activities was on the whole testing, (4) the calcareous sands' particle crushing and mutual friction played different roles for its AE activities. Then the AE model based on the calcarous sands' particle crushing was discussed.
WOS研究方向Engineering
语种英语
WOS记录号WOS:000411490000016
出版者GDANSK UNIV TECHNOLOGY
源URL[http://119.78.100.198/handle/2S6PX9GI/4115]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, Wuhan Inst Rock & Soil Mech
2.Yangtze River Sci Res Inst, Wuhan 430015, Hubei, Peoples R China;
3.Wuhan Changke Engn Construct Supervis Co ;
4.Chinese Acad Sci, Wuhan Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
推荐引用方式
GB/T 7714
Wang, Ren,Tan, Fengyi,Wang, Xinzhi,et al. AE TEST OF CALCAREOUS SANDS WITH PARTICLE RUSHING[J]. POLISH MARITIME RESEARCH,2017,24:118-124.
APA Wang, Ren,Tan, Fengyi,Wang, Xinzhi,Hu, Mingjian,&Zhu, Changqi.(2017).AE TEST OF CALCAREOUS SANDS WITH PARTICLE RUSHING.POLISH MARITIME RESEARCH,24,118-124.
MLA Wang, Ren,et al."AE TEST OF CALCAREOUS SANDS WITH PARTICLE RUSHING".POLISH MARITIME RESEARCH 24(2017):118-124.

入库方式: OAI收割

来源:武汉岩土力学研究所

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