Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass
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 e...
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2020-01-01
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Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2020/8870387 |
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doaj-06db2fb406d545bab843a231a0396e302020-11-25T03:44:06ZengHindawi-WileyGeofluids1468-81151468-81232020-01-01202010.1155/2020/88703878870387Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock MassMan Huang0Dan Liu1Chenjie Hong2Shigui Du3Zhanyou Luo4Changhong Li5Yongliang Huang6Department of Civil Engineering, Shaoxing University, 508 Huancheng West Road, Shaoxing 312000, ChinaDepartment of Civil Engineering, Shaoxing University, 508 Huancheng West Road, Shaoxing 312000, ChinaDepartment of Civil Engineering, Shaoxing University, 508 Huancheng West Road, Shaoxing 312000, ChinaDepartment of Civil Engineering, Shaoxing University, 508 Huancheng West Road, Shaoxing 312000, ChinaInstitute of Geotechnical Engineering, Zhejiang University of Science and Technology, 508 Liuhe Road, Hangzhou 310023, ChinaZhejiang Geological Prospecting Industry Group Co. LTD., 160 Renmin Zhong Lu, Shaoxing 312000, ChinaZhejiang Bureau of Nonferrous Metal Geological Exploration, 160 Renmin Zhong Lu, Shaoxing 312000, ChinaThe 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.http://dx.doi.org/10.1155/2020/8870387 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Man Huang Dan Liu Chenjie Hong Shigui Du Zhanyou Luo Changhong Li Yongliang Huang |
spellingShingle |
Man Huang Dan Liu Chenjie Hong Shigui Du Zhanyou Luo Changhong Li Yongliang Huang Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass Geofluids |
author_facet |
Man Huang Dan Liu Chenjie Hong Shigui Du Zhanyou Luo Changhong Li Yongliang Huang |
author_sort |
Man Huang |
title |
Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass |
title_short |
Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass |
title_full |
Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass |
title_fullStr |
Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass |
title_full_unstemmed |
Representative Sample Sampling Method for Size Effect Experiment of Jointed Rock Mass |
title_sort |
representative sample sampling method for size effect experiment of jointed rock mass |
publisher |
Hindawi-Wiley |
series |
Geofluids |
issn |
1468-8115 1468-8123 |
publishDate |
2020-01-01 |
description |
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. |
url |
http://dx.doi.org/10.1155/2020/8870387 |
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