Wei Meng

Dr. Wei Meng


Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

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

Representative Publications

View All Publications
14 May 2022 in Journal of Mountain Science
Verified
Journal Article
Closed access
PDF file
WMwei meng
wei meng
CHChuan He
Chuan He
FWFang-Yin Wu
Fang-Yin Wu
YWYang Wenbo
Yang Wenbo
HKHao Kou
Hao Kou
HMHai-Long Meng
Hai-Long Meng

11 February 2025 in Buildings
Verified
Journal Article
Open access
PDF file
WMwei meng
wei meng
HZHongyang Zhou
Hongyang Zhou
WMWei Meng
Wei Meng
SQShuai Qin
Shuai Qin
XZXuefu Zhang
Xuefu Zhang
BCBinke Chen
Binke Chen
The inversion of the ground stress field in rock masses is critical for accurate tunnel and underground engineering design. This study addresses the challenge of accurately capturing both the primary and secondary stress field components in rock masses. The ground stress field consists of the primary stress field, generated by applied tectonic loads, and a secondary stress field, which cannot be fully explained by these loads and is attributed to long-term tectonic processes. This unexplained secondary stress field is often non-random in nature. To improve the accuracy of the ground stress field inversion, we propose prioritizing the use of a regression model with a constant term. This model better accounts for the secondary stress field by capturing long-term tectonic influences. The constant term in the regression model is shown to represent the non-random secondary stress field, which cannot be explained by applied tectonic loads. Furthermore, we define two key conditions for applying this regression model: (1) the constant term should not exceed the maximum measured stress and preferably should not surpass the minimum measured stress, and (2) the residual sum of squares of the regression model with a constant term should be smaller than that of the model without a constant term. By incorporating the constant term, the model improves the representation of both primary and secondary stress fields, offering a more accurate inversion of the ground stress field, especially when the stress field contribution from independent variables is incomplete.

6 August 2024 in Materials
Verified
Journal Article
Open access
PDF file
WMWei Meng
Wei Meng
JXJunxiang Xu
Junxiang Xu
YJYiheng Ju
Yiheng Ju
DLDewang Lu
Dewang Lu
WMwei meng
wei meng
XZXuefu Zhang
Xuefu Zhang
The corrosion resistance of cement–water-glass dual-liquid slurry is poor. Improving its material properties is necessary. In this study, we examined the influence of water-based lotions on the fluidity, gelling time, and mechanical properties of a cement–water-glass dual-liquid slurry based on the mix proportion of the dual-liquid slurry commonly used in construction. The mixture ratio of a C-S (cement–water-glass slurry) dual-liquid slurry was adjusted by introducing a waterborne polyurethane lotion and a waterborne acrylic lotion to modify the traditional C-S dual-liquid slurry material. When acrylic acid is used as a modifying polymer at a dosage of 7.5%, the flowability and gelation time of the dual-liquid slurry are excellent, the compressive strength of the stone body decreases slightly, the flexural strength is improved to a certain extent, and the stone body’s crack resistance during water loss is also enhanced. Moreover, the porosity of the stone body is low.