Xianda Feng

Dr. Xianda Feng

orcid

Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

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

Representative Publications

View All Publications
1 January 2017 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
NLNing Li
Ning Li
XFXianda Feng
Xianda Feng
RJR. Jimenez
R. Jimenez

1 March 2018 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
XFXianda Feng
Xianda Feng
SLShuchen Li
Shuchen Li
CYChao Yuan
Chao Yuan
PZPeng Zeng
Peng Zeng
YSYang Sun
Yang Sun
Slope stability prediction is of primary concern in identifying terrain that is susceptible to landslides and mitigating the damages caused by landslides. In this study, a Naive Bayes Classifier (NBC) was employed to predict slope stability for a slope subjected to circular failures, based on six input factors: slope height (H), slope angle (α), cohesion (c), friction angle (φ), unit weight (γ), and pore pressure ratio (r u ). An expectation maximization algorithm was used to perform parameter learning for the NBC with an incomplete data set of 69 slope cases. The model validation with 13 new cases shows that, when compared to the existing empirical approach, the proposed NBC model yields better performance in terms of both accuracy and applicability (i.e., the NBC allows us to determine the probability of slope stability based on any subset of the six input factors).

1 September 2015 in Engineering Geology
Verified
Journal Article
Closed access
XFXianda Feng
Xianda Feng
RJRafael Jimenez
Rafael Jimenez



1 January 2018 in Advances in Civil Engineering
Verified
Journal Article
Open access
PDF file
YSYang Sun
Yang Sun
XFXianda Feng
Xianda Feng
LYLingqiang Yang
Lingqiang Yang
Tunnel squeezing is one of the major geological disasters that often occur during the construction of tunnels in weak rock masses subjected to high in situ stresses. It could cause shield jamming, budget overruns, and construction delays and could even lead to tunnel instability and casualties. Therefore, accurate prediction or identification of tunnel squeezing is extremely important in the design and construction of tunnels. This study presents a modified application of a multiclass support vector machine (SVM) to predict tunnel squeezing based on four parameters, that is, diameter (D), buried depth (H), support stiffness (K), and rock tunneling quality index (Q). We compiled a database from the literature, including 117 case histories obtained from different countries such as India, Nepal, and Bhutan, to train the multiclass SVM model. The proposed model was validated using 8‐fold cross validation, and the average error percentage was approximately 11.87%. Compared with existing approaches, the proposed multiclass SVM model yields a better performance in predictive accuracy. More importantly, one could estimate the severity of potential squeezing problems based on the predicted squeezing categories/classes.