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Calibration and validation of a sand model considering the effects of wave-induced principal stress axes rotation
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作者 LIU Peng WANG Zhongtao +1 位作者 LI Xinzhong CHAN Andrew 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2015年第7期105-115,共11页
Principal stress axes rotation influences the stress-strain behavior of sand under wave loading. A constitutive model for sand, which considers principal stress orientation and is based on generalized plasticity theor... Principal stress axes rotation influences the stress-strain behavior of sand under wave loading. A constitutive model for sand, which considers principal stress orientation and is based on generalized plasticity theory, is proposed. The new model, which employs stress invariants and a discrete memory factor during reloading, is original because it quantifies model parameters using experimental data. Four sets of hollow torsion experiments were conducted to calibrate the parameters and predict the capability of the proposed model, which describes the effects of principal stress orientation on the behavior of sand. The results prove the effectiveness of the proposed calibration method. 展开更多
关键词 principal stress axes rotation constitutive model hollow torsional shear experiment
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Analysis of faults stability with dynamic phenomena in the mice based on slide criterion and in-situ stress measurement
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作者 宋卫华 王宇峰 王新华 《Journal of Coal Science & Engineering(China)》 2008年第4期640-643,共4页
For the study on the relationshl'p between the dynamic phenomena in the mining such as mine earthquakes, outburst and faults slide, firstly, double shear friction experiments of sandstone were made, and its slide cri... For the study on the relationshl'p between the dynamic phenomena in the mining such as mine earthquakes, outburst and faults slide, firstly, double shear friction experiments of sandstone were made, and its slide criterion was suggested considering the viewing of engineering. Secondly, in order to study the stability of underground rock and zone of tectonic stress field, based on the analysis on distribution characteristic of initial rock stress measurements, the geology structural model was built and tectonic stress field was made a back-analysis by applying finite element method. The calculating results fit with the analysis result of earthquakes mechanism and the distribution characteristic of the measurements. The high stress regional centers station locates discontinuous zone of I level faults and is corresponding to underground earthquakes scene. From then it is certain that tectonic stress is the major origin and necessary condition of mine earthquakes. The instability slide of the faults is the main manifest and the mining activity is the leading factor. Beipiao fault has a dominate effect on other sub faults and tectonic stress area and is dynamical fountain of dynamic phenomena in the Beipiao Mines. 展开更多
关键词 dynamic phenomena in the mine double shear friction experiment tectonic stress field faults slide geo-dynamic division
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THE EXPERIMENTAL RESULTS OF 2-D FREE SHEAR TURBULENT FLOWS AND THE COMPARISON WITH THE THEORETICAL COMPUTATION 被引量:3
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作者 Zhou Pei-yuan Lin Jian-zhong Wei Zhong-lei, Department of Mechanics, Peking University, Beijing 100871, P.R.China 《Journal of Hydrodynamics》 SCIE EI CSCD 1991年第3期1-9,共9页
An extensive set of measurements in 2-D turbulent mixing layer, wake and jet flow by the hot-wire technique and data sampling are presented. The measured quantities, i. e. the mean velocity, the turbulence intensity, ... An extensive set of measurements in 2-D turbulent mixing layer, wake and jet flow by the hot-wire technique and data sampling are presented. The measured quantities, i. e. the mean velocity, the turbulence intensity, the Reynolds stress and higher-order correlations of the fluctuating velocity in the self-preserving region of the above free shear flows are compared with the computational results based on Zhou's theory for the shear turbulence of in- compressible fluid. The experimental and computational results are in good agreement. 展开更多
关键词 THE experimental RESULTS OF 2-D FREE SHEAR TURBULENT FLOWS AND THE COMPARISON WITH THE THEORETICAL COMPUTATION
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