Matches in SemOpenAlex for { <https://semopenalex.org/work/W4281641988> ?p ?o ?g. }
- W4281641988 endingPage "106501" @default.
- W4281641988 startingPage "106501" @default.
- W4281641988 abstract "Natural rock mass generally contains discontinuous structural planes, such as joints, fractures and faults, which have great influence on the occurrence of rockburst. The rockburst mechanism of rock mass with structural planes in underground chamber excavation is studied by means of model test and numerical simulation in this paper. Firstly, quartz sand, barite powder, gypsum powder, cement and water are selected as raw materials to configure the similar materials suitable for the rockburst model test. Secondly, four working conditions of none structural plane, single structural plane, multiple structural planes and through structural plane are designed, and the corresponding rockburst model tests are carried out. The stress and displacement laws of surrounding rock during excavation are analyzed. Finally, the numerical calculation of chamber excavation is conducted under the above four working conditions and the model test is verified. The failure modes and laws of surrounding rock mass with different structural planes during chamber excavation are obtained. The results show that: (i) After the tunnel excavation in rock mass with single structural plane, the tension of structural plane and the expansion of fractures occur, accompanied by small-scale rockburst. (ii) After the tunnel excavation in rock mass with multiple structural planes, the stress level of surrounding rock mass decreases significantly and no rockburst occurs, but the surrounding rock is prone to large-scale collapse or spalling. (iii) After the tunnel excavation in rock mass with through structural plane, the fractures appear in the vault and arch bottom and expand rapidly, accompanied by rockburst phenomena such as granules ejection. The research results of this paper are of great significance for understanding the deformation and failure mechanism of rock mass with structural planes in the underground chamber excavation." @default.
- W4281641988 created "2022-06-13" @default.
- W4281641988 creator A5004636439 @default.
- W4281641988 creator A5010125002 @default.
- W4281641988 creator A5013958342 @default.
- W4281641988 creator A5021217128 @default.
- W4281641988 creator A5073826803 @default.
- W4281641988 date "2022-09-01" @default.
- W4281641988 modified "2023-10-01" @default.
- W4281641988 title "Rockburst mechanism of rock mass with structural planes in underground chamber excavation" @default.
- W4281641988 cites W1969972572 @default.
- W4281641988 cites W1975205158 @default.
- W4281641988 cites W1984681190 @default.
- W4281641988 cites W1987275855 @default.
- W4281641988 cites W2024674651 @default.
- W4281641988 cites W2031493080 @default.
- W4281641988 cites W2056936708 @default.
- W4281641988 cites W2084417035 @default.
- W4281641988 cites W2085550431 @default.
- W4281641988 cites W2095022487 @default.
- W4281641988 cites W2128953827 @default.
- W4281641988 cites W2141681593 @default.
- W4281641988 cites W2158549841 @default.
- W4281641988 cites W2215242856 @default.
- W4281641988 cites W2334764208 @default.
- W4281641988 cites W2343457008 @default.
- W4281641988 cites W2471541461 @default.
- W4281641988 cites W2620996464 @default.
- W4281641988 cites W2734403038 @default.
- W4281641988 cites W2746795632 @default.
- W4281641988 cites W2755853722 @default.
- W4281641988 cites W2763432138 @default.
- W4281641988 cites W2808459110 @default.
- W4281641988 cites W2883365608 @default.
- W4281641988 cites W2887762785 @default.
- W4281641988 cites W2889687787 @default.
- W4281641988 cites W2896305899 @default.
- W4281641988 cites W2897865480 @default.
- W4281641988 cites W2900570881 @default.
- W4281641988 cites W2900872148 @default.
- W4281641988 cites W2900878234 @default.
- W4281641988 cites W2915273195 @default.
- W4281641988 cites W2919560668 @default.
- W4281641988 cites W2940513806 @default.
- W4281641988 cites W2963690124 @default.
- W4281641988 cites W2985905206 @default.
- W4281641988 cites W3009396857 @default.
- W4281641988 cites W3021980977 @default.
- W4281641988 cites W3033407842 @default.
- W4281641988 cites W3087850311 @default.
- W4281641988 cites W3118150438 @default.
- W4281641988 cites W3141417218 @default.
- W4281641988 cites W3213998254 @default.
- W4281641988 doi "https://doi.org/10.1016/j.engfailanal.2022.106501" @default.
- W4281641988 hasPublicationYear "2022" @default.
- W4281641988 type Work @default.
- W4281641988 citedByCount "11" @default.
- W4281641988 countsByYear W42816419882022 @default.
- W4281641988 countsByYear W42816419882023 @default.
- W4281641988 crossrefType "journal-article" @default.
- W4281641988 hasAuthorship W4281641988A5004636439 @default.
- W4281641988 hasAuthorship W4281641988A5010125002 @default.
- W4281641988 hasAuthorship W4281641988A5013958342 @default.
- W4281641988 hasAuthorship W4281641988A5021217128 @default.
- W4281641988 hasAuthorship W4281641988A5073826803 @default.
- W4281641988 hasConcept C111368507 @default.
- W4281641988 hasConcept C11312509 @default.
- W4281641988 hasConcept C121332964 @default.
- W4281641988 hasConcept C127313418 @default.
- W4281641988 hasConcept C127413603 @default.
- W4281641988 hasConcept C155954305 @default.
- W4281641988 hasConcept C159985019 @default.
- W4281641988 hasConcept C187320778 @default.
- W4281641988 hasConcept C192562407 @default.
- W4281641988 hasConcept C204366326 @default.
- W4281641988 hasConcept C31858485 @default.
- W4281641988 hasConcept C41242791 @default.
- W4281641988 hasConcept C62520636 @default.
- W4281641988 hasConcept C64355373 @default.
- W4281641988 hasConcept C66938386 @default.
- W4281641988 hasConcept C85725439 @default.
- W4281641988 hasConceptScore W4281641988C111368507 @default.
- W4281641988 hasConceptScore W4281641988C11312509 @default.
- W4281641988 hasConceptScore W4281641988C121332964 @default.
- W4281641988 hasConceptScore W4281641988C127313418 @default.
- W4281641988 hasConceptScore W4281641988C127413603 @default.
- W4281641988 hasConceptScore W4281641988C155954305 @default.
- W4281641988 hasConceptScore W4281641988C159985019 @default.
- W4281641988 hasConceptScore W4281641988C187320778 @default.
- W4281641988 hasConceptScore W4281641988C192562407 @default.
- W4281641988 hasConceptScore W4281641988C204366326 @default.
- W4281641988 hasConceptScore W4281641988C31858485 @default.
- W4281641988 hasConceptScore W4281641988C41242791 @default.
- W4281641988 hasConceptScore W4281641988C62520636 @default.
- W4281641988 hasConceptScore W4281641988C64355373 @default.
- W4281641988 hasConceptScore W4281641988C66938386 @default.
- W4281641988 hasConceptScore W4281641988C85725439 @default.
- W4281641988 hasLocation W42816419881 @default.