AN Ran

Dr. AN Ran

orcid

Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

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

Representative Publications

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26 September 2022 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
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ARAN Ran
AN Ran
Xianwei ZhangXianwei Zhang
Xianwei Zhang
LKLingwei Kong
Lingwei Kong
Xinyu LiuXinyu Liu
Xinyu Liu
CCChang Chen
Chang Chen


1 March 2024 in International Journal of Geomechanics
Verified
Journal Article
Closed access
HGHaodong Gao
Haodong Gao
ARAN Ran
AN Ran
Xianwei ZhangXianwei Zhang
Xianwei Zhang
Gang WangGang Wang
Gang Wang
Xinyu LiuXinyu Liu
Xinyu Liu
YXYiqing Xu
Yiqing Xu


21 October 2021 in Acta Geotechnica
Verified
Journal Article
Closed access
PDF file
Xinyu LiuXinyu Liu
Xinyu Liu
Xianwei ZhangXianwei Zhang
Xianwei Zhang
LKLingwei Kong
Lingwei Kong
ARAN Ran
AN Ran
GXGuofang Xu
Guofang Xu

11 January 2020 in Applied Sciences
Verified
Journal Article
Open access
PDF file
ARAN Ran
AN Ran
LKLingwei Kong
Lingwei Kong
LCLi chengsheng
Li chengsheng
Artificial ground freezing method is widely applied in the construction of metro tunnel and significantly impact the microstructure of soils in artificial frozen-walls. To delve into the pore distribution characteristics of thawed residual soils, Nuclear Magnetic Resonance Imaging (NMRI) measurements were performed to investigate the relaxation time (T2) spectrums and T2-weighted images of saturated samples after freezing at different temperatures. The pore volume distributions were determined from T2 spectrums based on the surface relaxation coefficient ( ρ 2 ) and the pore structures were visualized by T2-weighted images. Subsequently, the pore size distribution curves from NMRI were compared and validated by mercury intrusion porosimetry (MIP) tests. According to the results, the peak areas of T2 spectrums were linearly related to freezing temperatures in a positive manner. Pore volume distribution curves of thawed soils have two peaks, which are the major peaks with diameters of 0.5–20 μm and the secondary peaks with diameters of 20–500 μm. As the freezing temperature drops, the volumes of pores with different diameters all increased. The damage degree of microstructure in thawed soils increases as the temperature drops, according to the visualized pore structure. Besides, NMRI measurements of saturated soils are more accurate to reflect the full diameter range of pores, compared to MIP method.