Simplified Hydraulic Jacking Test to Assess Fracture Normal Stress for Unlined Pressure Tunnels: A Field Experiment Using the Rapid Step-Rate Test
This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field setting. The test, originally developed to assess rock stresses for pressure tunnel considerations, had in an earlier laboratory study demonstrate...
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Published in | Rock mechanics and rock engineering Vol. 56; no. 1; pp. 647 - 668 |
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Main Authors | , |
Format | Journal Article |
Language | English |
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2023
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Abstract | This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field setting. The test, originally developed to assess rock stresses for pressure tunnel considerations, had in an earlier laboratory study demonstrated a promising ability to assess the magnitude of fracture normal stress. The field campaign presented herein was therefore aimed at assessing the field applicability of this test. The field experiments were conducted inside the pressure tunnel of the Løkjelsvatn Hydroelectric Power Plant in Norway, under field conditions identical to those for which the test originally was developed. A total of 29 individual tests were conducted in 7 boreholes, providing 20 test cycles with interpretable test results. The stress estimates made from the test cycles not affected by the near-field stress of the tunnel showed good correlation with the magnitude of minimum principal stress found from a preceding hydraulic fracturing and over-coring stress measurement campaign. The experience from the field campaign suggests that the RSRT can represent an efficient and reliable method to assess the magnitude of minimum principal stress, particularly useful for the final design of unlined pressure tunnels.
Highlights
A first field verification of a new flow-controlled hydraulic jacking test protocol, the Rapid Step-Rate Test, is presented
The test protocol enables estimation of fracture normal stress through analysis of the pressure decline curve during fracture closure stages
The onset of fracture closure can be identified as a distinct brake of slope, passing from an initial linear pressure decline to a more gradual decline |
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AbstractList | This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field setting. The test, originally developed to assess rock stresses for pressure tunnel considerations, had in an earlier laboratory study demonstrated a promising ability to assess the magnitude of fracture normal stress. The field campaign presented herein was therefore aimed at assessing the field applicability of this test. The field experiments were conducted inside the pressure tunnel of the Løkjelsvatn Hydroelectric Power Plant in Norway, under field conditions identical to those for which the test originally was developed. A total of 29 individual tests were conducted in 7 boreholes, providing 20 test cycles with interpretable test results. The stress estimates made from the test cycles not affected by the near-field stress of the tunnel showed good correlation with the magnitude of minimum principal stress found from a preceding hydraulic fracturing and over-coring stress measurement campaign. The experience from the field campaign suggests that the RSRT can represent an efficient and reliable method to assess the magnitude of minimum principal stress, particularly useful for the final design of unlined pressure tunnels.
Highlights
A first field verification of a new flow-controlled hydraulic jacking test protocol, the Rapid Step-Rate Test, is presented
The test protocol enables estimation of fracture normal stress through analysis of the pressure decline curve during fracture closure stages
The onset of fracture closure can be identified as a distinct brake of slope, passing from an initial linear pressure decline to a more gradual decline This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field setting. The test, originally developed to assess rock stresses for pressure tunnel considerations, had in an earlier laboratory study demonstrated a promising ability to assess the magnitude of fracture normal stress. The field campaign presented herein was therefore aimed at assessing the field applicability of this test. The field experiments were conducted inside the pressure tunnel of the Løkjelsvatn Hydroelectric Power Plant in Norway, under field conditions identical to those for which the test originally was developed. A total of 29 individual tests were conducted in 7 boreholes, providing 20 test cycles with interpretable test results. The stress estimates made from the test cycles not affected by the near-field stress of the tunnel showed good correlation with the magnitude of minimum principal stress found from a preceding hydraulic fracturing and over-coring stress measurement campaign. The experience from the field campaign suggests that the RSRT can represent an efficient and reliable method to assess the magnitude of minimum principal stress, particularly useful for the final design of unlined pressure tunnels.HighlightsA first field verification of a new flow-controlled hydraulic jacking test protocol, the Rapid Step-Rate Test, is presentedThe test protocol enables estimation of fracture normal stress through analysis of the pressure decline curve during fracture closure stagesThe onset of fracture closure can be identified as a distinct brake of slope, passing from an initial linear pressure decline to a more gradual decline Abstract This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field setting. The test, originally developed to assess rock stresses for pressure tunnel considerations, had in an earlier laboratory study demonstrated a promising ability to assess the magnitude of fracture normal stress. The field campaign presented herein was therefore aimed at assessing the field applicability of this test. The field experiments were conducted inside the pressure tunnel of the Løkjelsvatn Hydroelectric Power Plant in Norway, under field conditions identical to those for which the test originally was developed. A total of 29 individual tests were conducted in 7 boreholes, providing 20 test cycles with interpretable test results. The stress estimates made from the test cycles not affected by the near-field stress of the tunnel showed good correlation with the magnitude of minimum principal stress found from a preceding hydraulic fracturing and over-coring stress measurement campaign. The experience from the field campaign suggests that the RSRT can represent an efficient and reliable method to assess the magnitude of minimum principal stress, particularly useful for the final design of unlined pressure tunnels. |
Author | Ødegaard, Henki Nilsen, Bjørn |
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Cites_doi | 10.1016/S0886-7798(98)00082-0 10.1029/2020GL090782 10.1007/s13202-016-0254-6 10.1098/rspa.1946.0077 10.1016/0148-9062(93)90059-M 10.1093/gji/ggw430 10.1016/j.tust.2018.06.027 10.1029/WR016i006p01016 10.1139/cgj-2013-0366 10.1017/CBO9780511586477 10.1016/0886-7798(89)90049-7 10.1016/j.ijrmms.2003.07.006 10.1007/PL00012562 10.1016/j.jngse.2017.03.037 10.2118/30504-pa 10.1029/91JB01867 10.1016/j.ijrmms.2005.04.005 10.1016/j.petrol.2016.03.016 10.1007/s00603-021-02452-9 10.1201/b10555-88 10.2118/28555-MS 10.1016/0148-9062(96)00013-7 10.2118/71367-MS 10.2118/10911-ms 10.1029/JB089iB13p11527 10.1016/S1365-1609(01)00020-X 10.1016/S1365-1609(02)00114-4 10.2118/147248-ms 10.1007/978-94-011-5346-1 10.1016/0148-9062(89)91432-0 10.1029/JB090iB08p06829 |
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Keywords | Unlined pressure tunnels Hydraulic jacking Hydropower Rock stress measurements Field testing |
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Snippet | This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale field... Abstract This paper describes an experimental campaign where a simplified test method. The Rapid Step-Rate Test (RSRT) has been investigated in a full-scale... |
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SubjectTerms | Boreholes Civil Engineering Core analysis Core sampling Coring Cycles Earth and Environmental Science Earth Sciences Field tests Geophysics/Geodesy Hydraulic fracturing Hydraulics Hydroelectric plants Hydroelectric power Hydroelectric power plants Jacking Normal stress Original Paper Pressure Stress Stress measurement Test procedures Tunnels |
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Title | Simplified Hydraulic Jacking Test to Assess Fracture Normal Stress for Unlined Pressure Tunnels: A Field Experiment Using the Rapid Step-Rate Test |
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