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Model Test Research of Breakwater Core Material Influence on Wave Propagation 被引量:2
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作者 WANG Deng-ting SUN Tian-ting +1 位作者 CHEN Wei-qiu ZHU Jia-ling 《China Ocean Engineering》 SCIE EI CSCD 2016年第5期786-793,共8页
The interaction between waves and porous breakwater has an important theoretical significance and great application value of engineering.In this paper,the tests of the core material's influence in rubble mound bre... The interaction between waves and porous breakwater has an important theoretical significance and great application value of engineering.In this paper,the tests of the core material's influence in rubble mound breakwater on wave propagation are carried out.The relations among the transmitted wave height,incident wave element,and breakwater width are discussed.The calculation formula is obtained.The test results show that different core materials have obvious influence on wave propagation. 展开更多
关键词 core material simulation permeable wave height transmitted coefficient
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MECHANICAL MODEL OF MULTI-CRACK ROCKMASS AND ITS ENGINEERING APPLICATION 被引量:4
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作者 李术才 朱维申 +1 位作者 陈卫忠 徐靖南 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2000年第4期357-365,共9页
On the basis of Betti's theorem,the constitutive relation of multi- crack rockmass which considers the effect of crack-closure is developed in this paper. Meanwhile,based on mathematical elasticity,the paper gives... On the basis of Betti's theorem,the constitutive relation of multi- crack rockmass which considers the effect of crack-closure is developed in this paper. Meanwhile,based on mathematical elasticity,the paper gives an analytical formula for the compression transmitting coefficient and the shearing transmitting coefficient. A damage evolution equation of rock-mass is presented and an engineering application is given as well. 展开更多
关键词 multicrack rockmass constitutive relation stress transmitting coefficient damage evolution equation
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