Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock

With the development of tunnels and other engineering constructions into the deep strata, rock masses are more prone to dynamic damage such as rock bursts under in situ conditions and excavation disturbances. The pore water in the rock mass will produce pressure changes during this process. Accordin...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autor principal: Yuezheng Zhang
Formato: article
Lenguaje:EN
Publicado: Hindawi Limited 2021
Materias:
Acceso en línea:https://doaj.org/article/88c8cba24a3e42d683b7aba73f1f1ddd
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:88c8cba24a3e42d683b7aba73f1f1ddd
record_format dspace
spelling oai:doaj.org-article:88c8cba24a3e42d683b7aba73f1f1ddd2021-11-22T01:09:59ZStudy on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock1875-920310.1155/2021/8575108https://doaj.org/article/88c8cba24a3e42d683b7aba73f1f1ddd2021-01-01T00:00:00Zhttp://dx.doi.org/10.1155/2021/8575108https://doaj.org/toc/1875-9203With the development of tunnels and other engineering constructions into the deep strata, rock masses are more prone to dynamic damage such as rock bursts under in situ conditions and excavation disturbances. The pore water in the rock mass will produce pressure changes during this process. According to the relationship between the change of pore water pressure and the development of rock mass damage, the variation rule and precursor characteristics of pore water pressure in the process of rock mass failure can be found. In this paper, through mechanical analysis, the evolution law of pore water pressure during the failure process of saturated rock is obtained. The study found that, in the process of rock failure, the pore water pressure presents three stages of linear growth, transition, and decrease. The rise and fall of pore water pressure are closely related to rock damage and influence each other. Through the observation of pore water pressure during coal mining, it is found that the coseismic effect of pore water pressure is significant. It is proved that there is a close correlation between the evolution of the stress field in the surrounding area of the stope and the change of pore water pressure in the surrounding area under the effect of mining disturbance. During the engineering practice, dynamic monitoring can be carried out on the change of pore water pressure inside the rock mass according to the law, and the precursor information of rock mass instability and failure can be explored.Yuezheng ZhangHindawi LimitedarticlePhysicsQC1-999ENShock and Vibration, Vol 2021 (2021)
institution DOAJ
collection DOAJ
language EN
topic Physics
QC1-999
spellingShingle Physics
QC1-999
Yuezheng Zhang
Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
description With the development of tunnels and other engineering constructions into the deep strata, rock masses are more prone to dynamic damage such as rock bursts under in situ conditions and excavation disturbances. The pore water in the rock mass will produce pressure changes during this process. According to the relationship between the change of pore water pressure and the development of rock mass damage, the variation rule and precursor characteristics of pore water pressure in the process of rock mass failure can be found. In this paper, through mechanical analysis, the evolution law of pore water pressure during the failure process of saturated rock is obtained. The study found that, in the process of rock failure, the pore water pressure presents three stages of linear growth, transition, and decrease. The rise and fall of pore water pressure are closely related to rock damage and influence each other. Through the observation of pore water pressure during coal mining, it is found that the coseismic effect of pore water pressure is significant. It is proved that there is a close correlation between the evolution of the stress field in the surrounding area of the stope and the change of pore water pressure in the surrounding area under the effect of mining disturbance. During the engineering practice, dynamic monitoring can be carried out on the change of pore water pressure inside the rock mass according to the law, and the precursor information of rock mass instability and failure can be explored.
format article
author Yuezheng Zhang
author_facet Yuezheng Zhang
author_sort Yuezheng Zhang
title Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
title_short Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
title_full Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
title_fullStr Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
title_full_unstemmed Study on the Variation Rule and Characteristics of Pore Water Pressure in the Failure Process of Saturated Rock
title_sort study on the variation rule and characteristics of pore water pressure in the failure process of saturated rock
publisher Hindawi Limited
publishDate 2021
url https://doaj.org/article/88c8cba24a3e42d683b7aba73f1f1ddd
work_keys_str_mv AT yuezhengzhang studyonthevariationruleandcharacteristicsofporewaterpressureinthefailureprocessofsaturatedrock
_version_ 1718418411139104768