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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Main Authors: Man Huang, Dan Liu, Chenjie Hong, Shigui Du, Zhanyou Luo, Changhong Li, Yongliang Huang
Format: Article
Language:English
Published: Hindawi-Wiley 2020-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2020/8870387
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spelling 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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