SU1715956A1 - Method for determination of physical and mechanical properties of rock mass of given volume - Google Patents
Method for determination of physical and mechanical properties of rock mass of given volume Download PDFInfo
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- SU1715956A1 SU1715956A1 SU894692867A SU4692867A SU1715956A1 SU 1715956 A1 SU1715956 A1 SU 1715956A1 SU 894692867 A SU894692867 A SU 894692867A SU 4692867 A SU4692867 A SU 4692867A SU 1715956 A1 SU1715956 A1 SU 1715956A1
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- USSR - Soviet Union
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- physicomechanical properties
- given volume
- rock mass
- electrical resistivity
- determined
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Abstract
Изобретение относитс к исследовани м физико-механических свойств грунтов при инженерных изыскани х в строительстве . Целью изобретени вл етс оценка .вли ни масштабного эффекта на физико-механические свойства массива горных пород. Способ определени физико-механических свойств массива горных пород в заданном объеме осуществл етс следующим образом. Бур т скважину, из которой извлекают керн, определ ют физико-механические свойства и удельное электрическое сопротивление материала керна с последующим установлением зависимости между удельным электрическим сопротивлением керна и его физико-механическими свойствами. В скважину помещают каротажный зонд и производ т измерение удельного электрического сопротивлени исследуемого массива на разных базах измерени . Определ ют объем исследуемого массива горных пород дл каждого измерени удельного электрического сопротивлени и устанавливают зависимость между ними. По установленной зависимости определ ют дл заданного объема массива удельное электрическое сопротивление, по которому определ ют физико-механические свойства горных пород в заданном объеме. (Л СThe invention relates to the study of the physicomechanical properties of soils during engineering surveys in construction. The aim of the invention is to evaluate the scale effect on the physicomechanical properties of the rock mass. The method for determining the physicomechanical properties of an array of rocks in a given volume is carried out as follows. The well is drilled, from which the core is extracted, the physicomechanical properties and the electrical resistivity of the core material are determined, followed by the determination of the relationship between the electrical resistivity of the core and its physicomechanical properties. A logging probe is placed in the well and the electrical resistivity of the array under study is measured at different measurement bases. The volume of the rock mass under study is determined for each electrical resistivity measurement and the relationship between them is established. According to the established dependence, the specific electrical resistance is determined for a given volume of the array, by which the physicomechanical properties of rocks are determined in a given volume. (Ls
Description
Изобретение относитс к исследовани м физико-механических свойств грунтов при инженерных изыскани х в строительстве и может быть использовано дл определени физико-механических свойств горных пород в заданном объеме.The invention relates to the study of the physicomechanical properties of soils during engineering surveys in construction and can be used to determine the physicomechanical properties of rocks in a given volume.
Целью изобретени вл етс оценка вли ни масштабного эффекта на физико- механические свойства массива горных пород .The aim of the invention is to assess the influence of the scale effect on the physicomechanical properties of the rock mass.
Способ осуществл етс следующим образом .The method is carried out as follows.
В установленном месте бур т скважину, из которой извлекают керн.A well is drilled in the designated location, from which the core is extracted.
Определ ют физико-механические свойства, удельное электрическое сопротивление материала керна и устанавливают между ними коррел ционную зависимость.The physicomechanical properties, the electrical resistivity of the core material are determined and a correlation relationship is established between them.
В пробуренную скважину помещают электрокаротажный зонд (например, градиент- или потенциал-зонд), с помощью которого измер ют удельное электрическое сопротивление массива горных пород на разных базах измерени .An electric logging probe (for example, a gradient or a potential probe) is placed in a drilled well, with which the electrical resistivity of the rock mass is measured at different measurement bases.
Определ ют объем исследуемого зондом массива горных пород дл каждой базы измерени и устанавливают коррел ционную зависимость между объемом исследуемого массива и удельным электрическим сопротивлением породного массива, вход щего в этот объем.The volume of the rock mass studied by the probe is determined for each measurement base, and a correlation relationship is established between the volume of the mass studied and the electrical resistivity of the rock mass that is included in this volume.
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По коррел ционной зависимости определ ют значение удельного сопротивлени породного массива дл заданного объема, по которому, использу полученную ранее коррел ционную зависимость, определ ют физико-механические свойства массива горных пород в заданном объеме.The correlation dependence determines the value of the resistivity of the rock mass for a given volume, according to which, using the correlation dependence obtained earlier, the physicomechanical properties of the rock mass in a given volume are determined.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU894692867A SU1715956A1 (en) | 1989-05-18 | 1989-05-18 | Method for determination of physical and mechanical properties of rock mass of given volume |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU894692867A SU1715956A1 (en) | 1989-05-18 | 1989-05-18 | Method for determination of physical and mechanical properties of rock mass of given volume |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU1715956A1 true SU1715956A1 (en) | 1992-02-28 |
Family
ID=21448311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU894692867A SU1715956A1 (en) | 1989-05-18 | 1989-05-18 | Method for determination of physical and mechanical properties of rock mass of given volume |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU1715956A1 (en) |
-
1989
- 1989-05-18 SU SU894692867A patent/SU1715956A1/en active
Non-Patent Citations (1)
| Title |
|---|
| Труды Тидропроекта. Сборник 21. Инженерна геофизика, М., 1971,с.119-125. * |
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