Zhongjun Ma

Dr. Zhongjun Ma

orcid

Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

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

Representative Publications

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1 February 2019 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
SQShengwu Qin
Shengwu Qin
ZMZhongjun Ma
Zhongjun Ma
CJChuandong Jiang
Chuandong Jiang
JLJun Lin
Jun Lin
MBMingzhou Bai
Mingzhou Bai
XSXinlei Shang
Xinlei Shang

15 October 2024 in Engineering Failure Analysis
Verified
Journal Article
Closed access
SDShan Deng
Shan Deng
YYYatao Yan
Yatao Yan
XWXiao Wang
Xiao Wang
ZMZhongjun Ma
Zhongjun Ma

5 January 2022 in IEEE Transactions on Antennas and Propagation
Verified
Journal Article
Closed access
ZMZhongjun Ma
Zhongjun Ma
Yanlong ZhengYanlong Zheng
Yanlong Zheng
XZXiaobao Zhao
Xiaobao Zhao
JLJianchun Li
Jianchun Li
JZJian Zhao
Jian Zhao
Microwave fracturing has a great potential in assisting excavators in breaking hard and abrasive rocks. The key to utilizing this technology is to design an antenna that is capable of fracturing low loss rocks at relatively low power levels in a short duration. This article presents the design of a dielectric-loaded converging waveguide antenna (DLCWA) composed of a pyramid-shaped alumina infilling and a converging waveguide. The design of the DLCWA is optimized based on the maximum temperature, the high-temperature volume, and the effective working distance. To validate the design, a prototype antenna is manufactured and used for microwave heating and fracturing tests. The numerical simulations and experimental tests demonstrate that the designed DLCWA has unparalleled advantages at the radiation distance of 0–30 mm over the WR430 waveguide and a 30 mm unloaded converging waveguide antenna. With improved performance in power focusing and directivity, the proposed DLCWA is by far the most suitable antenna for microwave fracturing of low loss hard rocks.

5 April 2019 in Entropy
Verified
Journal Article
Open access
PDF file
ZMZhongjun Ma
Zhongjun Ma
SQShengwu Qin
Shengwu Qin
Chen CaoChen Cao
Chen Cao
JLjiangfeng lv
jiangfeng lv
GLGuangjie Li
Guangjie Li
XHXiuyu Hu
Xiuyu Hu
Landslides are one of the most frequent geomorphic hazards, and they often result in the loss of property and human life in the Changbai Mountain area (CMA), Northeast China. The objective of this study was to produce and compare landslide susceptibility maps for the CMA using an information content model (ICM) with three knowledge-driven methods (the artificial hierarchy process with the ICM (AHP-ICM), the entropy weight method with the ICM (EWM-ICM), and the rough set with the ICM (RS-ICM)) and to explore the influence of different knowledge-driven methods for a series of parameters on the accuracy of landslide susceptibility mapping (LSM). In this research, the landslide inventory data (145 landslides) were randomly divided into a training dataset: 70% (81 landslides) were used for training the models and 30% (35 landslides) were used for validation. In addition, 13 layers of landslide conditioning factors, namely, altitude, slope gradient, slope aspect, lithology, distance to faults, distance to roads, distance to rivers, annual precipitation, land type, normalized difference vegetation index (NDVI), topographic wetness index (TWI), plan curvature, and profile curvature, were taken as independent, causal predictors. Landslide susceptibility maps were developed using the ICM, RS-ICM, AHP-ICM, and EWM-ICM, in which weights were assigned to every conditioning factor. The resultant susceptibility was validated using the area under the ROC curve (AUC) method. The success accuracies of the landslide susceptibility maps produced by the ICM, RS-ICM, AHP-ICM, and EWM-ICM methods were 0.931, 0.939, 0.912, and 0.883, respectively, with prediction accuracy rates of 0.926, 0.927, 0.917, and 0.878 for the ICM, RS-ICM, AHP-ICM, and EWM-ICM, respectively. Hence, it can be concluded that the four models used in this study gave close results, with the RS-ICM exhibiting the best performance in landslide susceptibility mapping.

4 December 2023 in Energy
Verified
Journal Article
Closed access
ZMZhongjun Ma
Zhongjun Ma
Yanlong ZhengYanlong Zheng
Yanlong Zheng
JLJianchun Li
Jianchun Li
XZXiaobao Zhao
Xiaobao Zhao
JZJian Zhao
Jian Zhao

15 February 2019 in Processes
Verified
Journal Article
Open access
PDF file
SQShuangshuang Qiao
Shuangshuang Qiao
SQShengwu Qin
Shengwu Qin
JCJunjun Chen
Junjun Chen
XHxiuyu hu
xiuyu hu
ZMZhongjun Ma
Zhongjun Ma
As debris flow is one of the most destructive natural disasters in many parts of the world, the assessment and management of future debris flows with proper forecasting methods are crucial for the safety of life and property. So increasing attention has been paid to the forecasting methods on debris flows. A debris flow forecasting method based on the rainfall-unstable soil coupling mechanism (R-USCM) is presented in the current study. This method is based on the debris flow formation mechanism. The density of sediment is introduced as an evaluation index to determine the susceptibility of debris flow occurrence. The forecasting method includes two phases: (1) rainfall and soil coupling and (2) runoff and unstable soil coupling. Scoops3D, a three-dimensional (3D) model for analyzing slope stability, was introduced into the debris flow forecasting method. In order to test the forecasting accuracy of this method, Jiaohe County was selected as a research area, and the serious debris flow disasters attributed to strong rainfall on 20 July 2017 were taken as the research case. By comparing the forecasting results with the debris flow distribution map for Jiaohe County, the method based on the R-USCM is feasible for forecasting debris flows at the regional scale. The application of the Scoops3D model can more reasonably analyze the slope stability than the traditional two dimensional (2D) method and improve the forecasting ability of debris flows.