Wenbo Zheng

Dr. Wenbo Zheng

School of Engineering, University of Northern British Columbia, Prince George, BC V2N 4Z9, Canada
orcid

Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

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

Representative Publications

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1 May 2018 in Journal of Natural Gas Science and Engineering
Verified
Journal Article
Closed access
WZWenbo Zheng
Wenbo Zheng
SSSuyanne Costa Silva
Suyanne Costa Silva
DTDwayne D. Tannant
Dwayne D. Tannant

1 May 2018 in Engineering Geology
Verified
Journal Article
Closed access
PZPeng Zhang
Peng Zhang
KDKang Du
Kang Du
DTDwayne D. Tannant
Dwayne D. Tannant
HZHehua Zhu
Hehua Zhu
WZWenbo Zheng
Wenbo Zheng

1 September 2016 in Canadian Geotechnical Journal
Verified
Journal Article
Closed access
WZWenbo Zheng
Wenbo Zheng
DTDwayne Tannant
Dwayne Tannant
Sand consisting of round quartz grains is widely used as a proppant during hydraulic fracturing to produce natural gas from tight shale formations. This paper presents results from sand characterization and crushing tests on Jordan Formation frac sand. It includes an assessment of grain-size reduction, changes in particle shape, and reduction in void ratio. It also examines the implications for permeability reduction through a sand pack caused by the closure stress on a hydraulic fracture. The sand from two size ranges (0.6 to 0.71 mm and 0.5 to 0.6 mm) was tested dry under applied compressive stresses of up to 40 MPa in a crushing cup. The overall sand pack stress–strain response becomes softer as grains are crushed. The particle shape shifts from nearly spherical grains to diametrically split grains and then to small elongated and angular fragments for the smaller particle sizes. The permeability of the sand pack reduces by more than 40% at a 20 MPa stress, which is mainly caused by a decrease in void ratio due to compaction. The permeability reduces by over 70% at a 40 MPa stress, which is primarily caused by void ratio decrease, reduction in particle size, and a shift away from spherical particle shapes. Compared to the ISO 13503-2 standard where only the sand crushing percentage after crushing tests is measured, this paper demonstrates that more information can be extracted from sand crushing tests and that sand pack permeability can be assessed to optimize frac sand selection. A sand with a larger size range has a higher crushing percentage, but is more permeable compared to a sand with a smaller size range. This further indicates that frac sand selection based only on sand crushing percentage is not sufficient to achieve better sand pack permeability.

1 September 2014 in Engineering Geology
Verified
Journal Article
Closed access
WZWenbo Zheng
Wenbo Zheng
XZXiaoying Zhuang
Xiaoying Zhuang
DTDwayne D. Tannant
Dwayne D. Tannant
YCYongchang Cai
Yongchang Cai
SNSamuel Nunoo
Samuel Nunoo

20 February 2021 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
QWqiang wang
qiang wang
XHXinli hu
Xinli hu
WZWenbo Zheng
Wenbo Zheng
LLLanxing Li
Lanxing Li
CZChang Zhou
Chang Zhou
CXChu Xu
Chu Xu

1 October 2018 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
KZKai Zhang
Kai Zhang
DTDwayne D. Tannant
Dwayne D. Tannant
WZWenbo Zheng
Wenbo Zheng
SCShougen Chen
Shougen Chen
XTXinrong Tan
Xinrong Tan