Rui Chen

Dr. Rui Chen


Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

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1 May 2016 in Engineering Geology
Verified
Journal Article
Closed access
JLJ.H. Li
J.H. Li
LLL. Li
L. Li
RCRui Chen
Rui Chen
DLD.Q. Li
D.Q. Li

1 April 2015 in Waste Management
Verified
Journal Article
Closed access
CNCharles W.W. Ng
Charles W.W. Ng
JLJian Liu
Jian Liu
RCRui Chen
Rui Chen
JXJie Xu
Jie Xu

1 December 2014 in Measurement
Verified
Journal Article
Closed access
HPHua-Fu Pei
Hua-Fu Pei
JTJun Teng
Jun Teng
JYJian-Hua Yin
Jian-Hua Yin
RCRui Chen
Rui Chen

1 December 2013 in Applied Clay Science
Verified
Journal Article
Closed access
RCRui Chen
Rui Chen
CNC.W.W. Ng
C.W.W. Ng

1 May 2018 in Engineering Geology
Verified
Journal Article
Closed access
LZLiang-Tong Zhan
Liang-Tong Zhan
ZZZhen Zhang
Zhen Zhang
YCYun-min CHEN
Yun-min CHEN
RCRui Chen
Rui Chen
SZShuai Zhang
Shuai Zhang
ALAi-Guo Li
Ai-Guo Li

1 May 2016 in Journal of Environmental Engineering
Verified
Journal Article
Closed access
CNCharles W. W. Ng
Charles W. W. Ng
JCJason L. Coo
Jason L. Coo
ZCZhong Kui Chen
Zhong Kui Chen
RCRui Chen
Rui Chen
One of the main purposes of a landfill cover system is to minimize the migration of water into waste, known as percolation, and thereby reduce excessive leachate production. One possible way to achieve this goal is to use a two-layer cover with capillary barrier effects (CCBEs) for arid and semi-arid regions. For a humid climate or prolonged rainfall, the two-layer system with CCBEs is expected to lose its effectiveness for minimizing water percolation. A new three-layer landfill cover system is proposed and investigated for humid climates. This new system adds a fine-grained soil (i.e., clay) underneath a two-layer barrier with CCBE (i.e., a silt layer overlying a gravelly sand layer). The study is conducted by carrying out a one-dimensional (1D) water infiltration test in a soil column. The soil column was instrumented with tensiometers, heat dissipation matric potential sensors, and moisture probes to monitor the variations of pore-water pressure and water content with depth. The amount of wate...