学术会议

当前位置: 首页>>学术交流>>学术会议>>正文

EFFECT OF WET-DRY CYCLES ON DISINTEGRATION CHARACTERISTICS OF CLAY-BEARING SANDSTONE WITH UF CRACKS

作者: 发布时间:2020年10月27日 21:51 浏览:

报 告 名 称

EFFECT OF WET-DRY CYCLES ON DISINTEGRATION CHARACTERISTICS OF CLAY-BEARING   SANDSTONE WITH UF CRACKS

时 间

20201029日下午16:00

地 点

地学楼二楼学术报告厅

主 讲 人

王宇副教授

主办单位

三峡大学土木与建筑学院

报告摘要

UF   cracks in rock masses commonly occur due to the unloading effect, which   constantly happens after the variation of in-situ stress field or rock   excavation. The rock samples with UF cracks are obtained by conducting   triaxial unloading confining pressure experiment. The effect of wet-dry   cycles on the UF cracks, morphology properties and microstructural features   of the UF surface was investigated. The characteristics of particle-size   uniformity from the sieve test were obtained by the calculation of RMS of particle   contents.

The   test results show that UF cracks widen significantly and the disintegrated   mass increases rapidly in the first three wet-dry cycles, while the fractal   dimension of UF surface decreases sharply, but afterwards the disintegrated   mass changes gently and the UF surface tends to be flat and smooth. Then, the   RMS calculation of particle contents quantitatively evaluate the clay-bearing   sandstone’s disintegration properties, which indicate the particle uniformity   plays a key role on its disintegration mechanism. Finally, we found that the   microstructure of samples from FD group is looser and porous than those from   SD group by SEM test. This investigation, considering the similar clay   mineral content of all tested samples, demonstrates the closed link between   the grain size distribution, microstructural features and the degree of   disintegration.

报告人简介

王宇博士,土木与建筑学院副教授,在国家留学基金委资助下于2019.03~2020.05访问加拿大阿尔伯塔大学。该报告将介绍卸荷破裂岩体在干湿循环作用下的崩解机理研究最新进展。

关闭