Rock mass interface shear creep test system and test method based on DIC

The invention relates to a DIC-based rock mass interface shear creep test system and test method, and belongs to the technical field of rock and soil mechanics test. A vertical loading module and a horizontal loading module are arranged in the bracket; a rock mass sample is placed between the vertic...

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Main Authors ZHAO ZHENPING, LI XINGQI, DENG ZUHUA, MENG JUNYU, DENG YONGFENG
Format Patent
LanguageChinese
English
Published 30.08.2022
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Abstract The invention relates to a DIC-based rock mass interface shear creep test system and test method, and belongs to the technical field of rock and soil mechanics test. A vertical loading module and a horizontal loading module are arranged in the bracket; a rock mass sample is placed between the vertical loading module and the horizontal loading module, and a horizontal displacement sensor I and a horizontal displacement sensor II are respectively arranged on two sides of the rock mass sample; strain gauges are arranged on the outer side surface of the rock mass sample; the vertical loading module, the horizontal loading module, the horizontal displacement sensor I, the horizontal displacement sensor II and the strain gauge are connected with the data acquisition module through data lines, and the data acquisition module is connected with the host I; a DIC system is arranged on the outer side of the support. According to the DIC-based rock mass interface shear creep test system and test method provided by the in
AbstractList The invention relates to a DIC-based rock mass interface shear creep test system and test method, and belongs to the technical field of rock and soil mechanics test. A vertical loading module and a horizontal loading module are arranged in the bracket; a rock mass sample is placed between the vertical loading module and the horizontal loading module, and a horizontal displacement sensor I and a horizontal displacement sensor II are respectively arranged on two sides of the rock mass sample; strain gauges are arranged on the outer side surface of the rock mass sample; the vertical loading module, the horizontal loading module, the horizontal displacement sensor I, the horizontal displacement sensor II and the strain gauge are connected with the data acquisition module through data lines, and the data acquisition module is connected with the host I; a DIC system is arranged on the outer side of the support. According to the DIC-based rock mass interface shear creep test system and test method provided by the in
Author DENG ZUHUA
LI XINGQI
ZHAO ZHENPING
MENG JUNYU
DENG YONGFENG
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DocumentTitleAlternate 一种基于DIC的岩体界面剪切蠕变测试系统及测试方法
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Snippet The invention relates to a DIC-based rock mass interface shear creep test system and test method, and belongs to the technical field of rock and soil mechanics...
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MEASURING
PHYSICS
TESTING
Title Rock mass interface shear creep test system and test method based on DIC
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