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Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass  ( SCI-EXPANDED收录)   被引量:3

文献类型:期刊文献

英文题名:Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass

作者:Huang, Man[1];Liu, Dan[1];Hong, Chenjie[1];Du, Shigui[1];Luo, Zhanyou[2];Li, Changhong[3];Huang, Yongliang[4]

机构:[1]Shaoxing Univ, Dept Civil Engn, 508 Huancheng West Rd, Shaoxing 312000, Peoples R China;[2]Zhejiang Univ Sci & Technol, Inst Geotech Engn, 508 Liuhe Rd, Hangzhou 310023, Peoples R China;[3]Zhejiang Geol Prospecting Ind Grp Co LTD, 160 Renmin Zhong Lu, Shaoxing 312000, Peoples R China;[4]Zhejiang Bur Nonferrous Met Geol Explorat, 160 Renmin Zhong Lu, Shaoxing 312000, Peoples R China

年份:2020

卷号:2020

外文期刊名:GEOFLUIDS

收录:SCI-EXPANDED(收录号:WOS:000570768300007)、、Scopus(收录号:2-s2.0-85091460788)、WOS

基金:This study has been partially funded by the Key Research and Development Projects of Zhejiang Province (No. 2019C03104), the Natural Science Foundation of Zhejiang Province (No. LY18D020003), and the National Natural Science Foundation of China (Nos. 41572299 and 41427802).

语种:英文

外文摘要:The influence of size effect on the hydromechanical behavior of rock mass has long been recognized. As a result, analysis of the rock mass size effect has been developed. However, when conducting size effect studies, the representativeness of the sample is less considered. Therefore, combining the existing statistical methods and sampling methods, a comprehensive representative sampling method for rock mass is present. In this method, a large number of sample statistics of different sizes are provided in the progressive coverage method; then, the plane density of the track length is defined as the value of stratification to perform stratified sampling for representative samples. Furthermore, it is applied to a joint network model generated in accordance with the actual situation and compared with those of other methods. The sampling results show that the proposed method can provide a certain reference value for studying the scale-dependent behavior of rock mass mechanical parameters.

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