Nengpan Ju

Dr. Nengpan Ju


Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

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

Representative Publications

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16 December 2017 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
LLLongqi Li
Longqi Li
NJNengpan Ju
Nengpan Ju
SZShuai Zhang
Shuai Zhang
XDXiao-Xue Deng
Xiao-Xue Deng

22 January 2016 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
DZDa Zheng
Da Zheng
FLFang-Zhou Liu
Fang-Zhou Liu
NJNengpan Ju
Nengpan Ju
DFDavid Frost
David Frost
RHRun-Qiu Huang
Run-Qiu Huang

15 April 2019 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
JCJunchao Cai
Junchao Cai
NJNengpan Ju
Nengpan Ju
RHRun-Qiu Huang
Run-Qiu Huang
DZDa Zheng
Da Zheng
WZWeihua Zhao
Weihua Zhao
JHJian Huang
Jian Huang

31 August 2016 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
LLLongqi Li
Longqi Li
NJNengpan Ju
Nengpan Ju

5 May 2017 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
LLLongqi Li
Longqi Li
NJNengpan Ju
Nengpan Ju
YGYong-Xing Guo
Yong-Xing Guo

8 September 2022 in Frontiers in Earth Science
Verified
Journal Article
Open access
YXYang Xiao
Yang Xiao
NJNengpan Ju
Nengpan Ju
CHChaoyang He
Chaoyang He
ZXZhilin Xiao
Zhilin Xiao
ZMZhigang Ma
Zhigang Ma
Time-series monitoring of landslide displacement is crucial for controlling the geo-risk associated with sudden landslide occurrence and slope failure. Accurate prediction is valuable for geohazard mitigation in advance of short-term displacement. In this research, a novel chaotic modeling framework is proposed to predict landslide displacement using a robust long short-term memory (LSTM) network. To facilitate the prediction framework, daily instant displacement is measured in three dimensions at 19 monitoring locations. Then, the chaotic characteristics are computed for data reconstruction purposes, and the reconstructed data are selected as inputs in the prediction model. Next, LSTM is applied as the prediction algorithm and is trained using reconstructed field data. A generic LSTM is often trained to minimize the mean square error (MSE) loss, which can be oversensitive to a few outliers. In this research, the pseudo-Huber loss is adopted as the loss function and is integrated with LSTM as an improvement over the MSE loss. The effectiveness and efficiency of the proposed framework have been validated by the benchmark LSTM and other machine learning algorithms. The computational results show that the proposed approach performed better than conventional LSTM and other machine learning algorithms. This framework may be valuable for engineers for practical landslide hazard estimation or rapid preliminary screening of slope stability.