AE TEST OF CALCAREOUS SANDS WITH PARTICLE RUSHING

被引:2
|
作者
Tan, Fengyi [1 ,2 ,3 ]
Wang, Xinzhi [3 ,4 ]
Hu, Mingjian [3 ,4 ]
Wang, Ren [4 ]
Zhu, Changqi [3 ,4 ]
机构
[1] Yangtze River Sci Res Inst, Wuhan 430015, Hubei, Peoples R China
[2] Wuhan Changke Engn Construct Supervis Co, Wuhan, Hubei, Peoples R China
[3] Chinese Acad Sci, Wuhan Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Hubei, Peoples R China
[4] Chinese Acad Sci, Wuhan Inst Rock & Soil Mech, Wuhan, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Calcareous sands; Accoustic emission; Conventional triaxial; Consolidated undrained; AE signal; Particle crushing;
D O I
10.1515/pomr-2017-0073
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
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.
引用
收藏
页码:118 / 124
页数:7
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