Runqiu Wang

Dr. Runqiu Wang


Research Focus & Metrics

Academic Career Length

4Years (2023-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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14 November 2024 in Engineering Geology
Verified
Journal Article
Closed access
BLBoyi Li
Boyi Li
GWguilin wang
guilin wang
LCLiChuan Chen
LiChuan Chen
FSFan Sun
Fan Sun
RWRunqiu Wang
Runqiu Wang
YKYanfei Kang
Yanfei Kang

14 February 2023 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
RWRunqiu Wang
Runqiu Wang
GWGuilin Wang
Guilin Wang
LZLiang Zhang
Liang Zhang
FSFan Sun
Fan Sun
TCTianci Cao
Tianci Cao
HXHong Xu
Hong Xu

28 January 2025 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
RWRunqiu Wang
Runqiu Wang
GWGuilin Wang
Guilin Wang
XYXinjie Yang
Xinjie Yang
FSFan Sun
Fan Sun
JHJianming Huang
Jianming Huang
BLBoyi Li
Boyi Li

11 November 2024 in Applied Sciences
Verified
Journal Article
Open access
PDF file
LZLiang Zhang
Liang Zhang
GWguilin wang
guilin wang
RWRunqiu Wang
Runqiu Wang
BLBolong Liu
Bolong Liu
KWKe Wang
Ke Wang
The effect of the dry–wet cycle, characterized by periodic water level changes in the Three Gorges Reservoir, will severely degrade the bearing performance of rock formations. In order to explore the effect of the dry–wet cycle on the mesoscopic damage mechanism of jointed sandstone, a list of meso-experiments was carried out on sandstone subjected to dry–wet cycles. The pore structure, throat features and mesoscopic damage evolution of jointed sandstone with the action of the dry–wet cycle were analyzed using a-low-field nuclear magnetic resonance (NMR) technique. Subsequently, the impact on the mineral content of dry–wet cycles was studied by small angle X-ray scattering (SAXS). Based on this, the mesoscopic damage mechanism of sandstone subjected to dry–wet cycles was revealed. The results show that the effects of the drying–wetting cycle can promote the development of porous channels within sandstone, resulting in cumulative damage. Besides, with an increase in dry–wet cycles, the proportion of small pores and pore throats decreased, while the proportion of medium and large pores and pore throats increased. The combined effects of extrusion crush, tensile fracture, chemical reaction and dissolution of minerals inside the jointed sandstone contributed to the development of mesoscopic pores, resulting in the increase of porosity and permeability of rock samples under the dry–wet cycles. The results provide an important reference value for the stability evaluation of rock mass engineering under long-term dry–wet alternation.