ZHANG WEN

Dr. ZHANG WEN

College of Construction Engineering, Jilin University, Changchun 130026, China

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

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

Representative Publications

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14 November 2020 in Remote Sensing
Verified
Journal Article
Open access
PDF file
DCDonghui Chen
Donghui Chen
HCHuie Chen
Huie Chen
ZHANG WENZHANG WEN
ZHANG WEN
Chen CaoChen Cao
Chen Cao
KZKuanxing Zhu
Kuanxing Zhu
YDYanyan Du
Yanyan Du
Residual surface deformation resulting from abandoned mined-out areas can lead to severe damage to ground structures (e.g., buildings and infrastructure in mining areas) and the local ecological environment. Long-term monitoring and analyses of surface deformation characteristics of abandoned mined-out areas are significant for preventing potential disasters. In this study, a detailed field investigation first was conducted in Ying’an and Baoshan coal mines located in Jilin Province, China, to survey mining-induced disasters in the mining areas. Based on the 40 Sentinel-1A images acquired from 14 February 2017 to 17 May 2020, small baseline subset interferometry synthetic aperture radar (SBAS-InSAR) technology was employed to obtain the time-series residual surface deformation. Validation of the SBAS-derived results is performed by comparing with the results obtained via leveling measurements. The root mean square error (RMSE) between SBAS-derived and leveling measurements results was found to be 1.144 mm, reflecting a fairly good agreement. Furthermore, the ordinary Kriging interpolation approach was adopted to obtain information on the deformation across the entire area. The spatial–temporal evolution characteristics of the derived subsidence bowls in multiple mined-out areas were revealed. The deformation characteristics for the abandoned mined-out areas in different periods were not completely consistent. Finally, the potential mechanism underlying the inconsistency in the subsidence associated with underground coal exploitation is analyzed. The findings of this study can provide insights into local construction and ecological improvement as well as guidance for the prediction of deformation in abandoned mined-out areas.

20 September 2019 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
ZNZhenbang Nie
Zhenbang Nie
Jianping ChenJianping Chen
Jianping Chen
ZHANG WENZHANG WEN
ZHANG WEN
CTChun Tan
Chun Tan
ZMZhifa Ma
Zhifa Ma
JQJinsheng Que
Jinsheng Que

19 April 2022 in Remote Sensing
Verified
Journal Article
Open access
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Chen CaoChen Cao
Chen Cao
KZKuanxing Zhu
Kuanxing Zhu
TSTianhao Song
Tianhao Song
JBJi Bai
Ji Bai
ZHANG WENZHANG WEN
ZHANG WEN
Shengyuan SongShengyuan Song
Shengyuan Song
Many SAR satellites such as the ALOS-2 satellite and Sentinel-1A satellite can be used in Interferometric Synthetic Aperture Radar (InSAR) to identify landslides. As their wavelengths are different, they can perform differently in the same area. In this study, we selected the alpine canyon heavy forest area of the Baishugong–Shangjiangxiang section of the Jinsha River with a strong uplift of faults and folds as the study area. The Small Baseline Subset (SBAS)–InSAR was used for landslide identification to compare the reliability and applicability of L-band ALOS-2 data and C-band Sentinel-1A data. In total, 13 potential landslides were identified, of which 12 potential landslides were identified by ALOS-2 data, two landslides were identified by Sentinel-1A data, and the Kongzhigong (KZG) landslide was identified by both datasets. Then, the field investigation was used to verify the identification results and analyze the genetic mechanism of four typical landslides. Both the Duila (DL) and KZG landslides are bedding slip, while the Jirenhe (JRH) and Maopo (MP) landslides are creep–pull failure. Then, the difference between ALOS-2 and Sentinel-1A data on KZG landslide was compared. A total of 35,961 deformation points on the KZG landslide were obtained using ALOS-2 data, which are relatively dense. Meanwhile, a total of 7715 deformation points were obtained by Sentinel-1A data, which are relatively scattered and seriously lacking, especially in areas with dense vegetation coverage. Comparing the advantages of ALOS-2 and Sentinel-1A data and the identification results of potential landslides, the reliability and applicability of ALOS-2 data in the identification of potential landslides in areas with dense vegetation cover and complex geological conditions were confirmed from the aspects of vegetation cover, topography, field investigation, and comparative analysis of typical landslides.

1 July 2021 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
WMWenliang Ma
Wenliang Ma
HCHuie Chen
Huie Chen
ZHANG WENZHANG WEN
ZHANG WEN
CTChun Tan
Chun Tan
ZNZhenbang Nie
Zhenbang Nie
QSQi Sun
Qi Sun

13 November 2015 in Sustainability
Verified
Journal Article
Open access
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CNCencen Niu
Cencen Niu
Qing WangQing Wang
Qing Wang
Jianping ChenJianping Chen
Jianping Chen
ZHANG WENZHANG WEN
ZHANG WEN
LXLiming Xu
Liming Xu
KWKe Wang
Ke Wang
The outbreak of debris flows in a reservoir region can affect the stability of hydropower stations and threaten the lives of the people living downstream of dams. Therefore, determining the hazard degree of debris flows in a reservoir region is of great importance. SPOT5 remote sensing images and digital elevation models are introduced to determine the characteristics of debris-flow catchments. The information is acquired through comprehensive manual investigation and satellite image interpretation. Ten factors that influence debris flow are extracted for the hazard assessment. The weight of these factors is determined using the analytic hierarchy process method. As a multi-criterion decision analysis method, fuzzy synthetic evaluation is applied for hazard assessment.

16 February 2023 in Remote Sensing
Verified
Journal Article
Open access
PDF file
韩尹韩 尹
韩 尹
CTChun Tan
Chun Tan
ZHANG WENZHANG WEN
ZHANG WEN
Chen CaoChen Cao
Chen Cao
XXXinchuan Xu
Xinchuan Xu
JCJunqi Chen
Junqi Chen
The compaction quality of embankment dams directly affects the safe operation of power stations. The traditional monitoring method has the shortcomings of limited sample and time consumption. Compaction quality can be reflected by the compression ratio (CR) of the filling material. A novel method based on unmanned aerial vehicle (UAV) photogrammetry technology, which can rapidly acquire the CR of the entire filling area, is proposed in the present paper. Specifically, the CR nephogram is obtained by processing the terra information of the compaction body collected by the UAV. Validation of the CR results is performed by comparing them with the results obtained via leveling measurements. Mean absolute error between CR results and leveling measurements results is less than 1%, and the corresponding settlement value error is millimeter-level, reflecting a fairly good agreement. Furthermore, the reduced-scale experiment shows that the UAV-based CR method is more stable than manual measurements, and the efficiency is increased by more than five times, which meets the requirements of compaction quality monitoring and quality control. The CR nephogram obtained can reflect the compaction quality information rapidly, comprehensively, and accurately, thereby guiding the quality control of embankment dam construction.