The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases
It is very important to accurately determine the depth of excavation damaged zone for underground engineering excavation and surrounding rock stability evaluation, and it can be measured by acoustic test, but there is no quantitative method for analysis of the results, and it relies heavily on the e...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/5533828 |
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| _version_ | 1849469473461895168 |
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| author | Qian-Cheng Sun Hao-Sen Guo Zhi-Hua Xu Yue Liu Xiao Xu |
| author_facet | Qian-Cheng Sun Hao-Sen Guo Zhi-Hua Xu Yue Liu Xiao Xu |
| author_sort | Qian-Cheng Sun |
| collection | DOAJ |
| description | It is very important to accurately determine the depth of excavation damaged zone for underground engineering excavation and surrounding rock stability evaluation, and it can be measured by acoustic test, but there is no quantitative method for analysis of the results, and it relies heavily on the experience of engineers, which leads to the low reliability of the results and also limits the application of the acoustic method. According to substantial field test data and the feedback of surrounding rock support parameters, the boundary method is proposed to determine the depth of excavation damaged zone in surrounding rock based on the relation between the ultrasonic velocity of measured point and the background wave velocity of rock mass. When the method is applied to the columnar jointed rock mass of Baihetan and the deep-buried hard rock of Jinping, the excavation damaged zone was well judged. The results in the Baihetan project show that the proposed method of determining excavation damage zone by the acoustic test can well demonstrate the anisotropy characteristics of the columnar jointed rock mass, and the damage evolution characteristics of jointed rock mass at the same position can also be obtained accurately. Moreover, the method also can accurately reveal the damage evolution process of the deep-buried hard rock under the condition of high ground stress, which proved the applicability of this method in jointed or nonjointed rock masses. |
| format | Article |
| id | doaj-art-fd9a8c44eb734ac7a9b25cc0feadd4de |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-fd9a8c44eb734ac7a9b25cc0feadd4de2025-08-20T03:25:27ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55338285533828The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering CasesQian-Cheng Sun0Hao-Sen Guo1Zhi-Hua Xu2Yue Liu3Xiao Xu4Key Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education, Yichang 443002, ChinaKey Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education, Yichang 443002, ChinaKey Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education, Yichang 443002, ChinaKey Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education, Yichang 443002, ChinaKey Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education, Yichang 443002, ChinaIt is very important to accurately determine the depth of excavation damaged zone for underground engineering excavation and surrounding rock stability evaluation, and it can be measured by acoustic test, but there is no quantitative method for analysis of the results, and it relies heavily on the experience of engineers, which leads to the low reliability of the results and also limits the application of the acoustic method. According to substantial field test data and the feedback of surrounding rock support parameters, the boundary method is proposed to determine the depth of excavation damaged zone in surrounding rock based on the relation between the ultrasonic velocity of measured point and the background wave velocity of rock mass. When the method is applied to the columnar jointed rock mass of Baihetan and the deep-buried hard rock of Jinping, the excavation damaged zone was well judged. The results in the Baihetan project show that the proposed method of determining excavation damage zone by the acoustic test can well demonstrate the anisotropy characteristics of the columnar jointed rock mass, and the damage evolution characteristics of jointed rock mass at the same position can also be obtained accurately. Moreover, the method also can accurately reveal the damage evolution process of the deep-buried hard rock under the condition of high ground stress, which proved the applicability of this method in jointed or nonjointed rock masses.http://dx.doi.org/10.1155/2021/5533828 |
| spellingShingle | Qian-Cheng Sun Hao-Sen Guo Zhi-Hua Xu Yue Liu Xiao Xu The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases Advances in Civil Engineering |
| title | The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases |
| title_full | The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases |
| title_fullStr | The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases |
| title_full_unstemmed | The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases |
| title_short | The Method of Determining Excavation Damaged Zone by Acoustic Test and the Application in Engineering Cases |
| title_sort | method of determining excavation damaged zone by acoustic test and the application in engineering cases |
| url | http://dx.doi.org/10.1155/2021/5533828 |
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