Weizheng Liu
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View article: Analytical method for the vertical response of existing shield tunnel induced by above-crossing multiple parallel pipe jacking
Analytical method for the vertical response of existing shield tunnel induced by above-crossing multiple parallel pipe jacking Open
View article: A review on improving the key engineering properties of lateritic soil by treating industrial by-products and wastes
A review on improving the key engineering properties of lateritic soil by treating industrial by-products and wastes Open
View article: Direct Regeneration of Degraded High‐Nickel Layered Cathode with a Grain‐Growth Inhibitor by Epitaxial Boundaries
Direct Regeneration of Degraded High‐Nickel Layered Cathode with a Grain‐Growth Inhibitor by Epitaxial Boundaries Open
The direct regeneration of degraded cathode materials for lithium‐ion batteries holds significant promise for closed‐loop recycling. However, fully recovering the structure and performance of degraded LiNi x Co y Mn z O 2 (NCM) cathodes re…
View article: Impact analysis of short-term heavy rainfall on eolian sand slope stability by visualized experiments
Impact analysis of short-term heavy rainfall on eolian sand slope stability by visualized experiments Open
View article: Impact Analysis of Short-Term Heavy Rainfall on Eolian Sand Slope Stability by Visualized Experiments
Impact Analysis of Short-Term Heavy Rainfall on Eolian Sand Slope Stability by Visualized Experiments Open
View article: High Speed Railway Deformation Monitoring and Analysis Considering PS-InSAR Precise Positioning
High Speed Railway Deformation Monitoring and Analysis Considering PS-InSAR Precise Positioning Open
This study proposes an adaptive localization correction method that integrates track geometric features to address spatial alignment deviations in deformation monitoring of high-speed railways using PS-InSAR technology. First, traditional …
View article: Arching Mechanisms and Staged Excavation Strategies for Shallow-Buried, Small-Clearance, Large-Section Tunnels
Arching Mechanisms and Staged Excavation Strategies for Shallow-Buried, Small-Clearance, Large-Section Tunnels Open
View article: Using Sigmoid Function and Entropy-Based Computer Vision to Characterize Shear Bands and Displacement Fields in Granular Materials
Using Sigmoid Function and Entropy-Based Computer Vision to Characterize Shear Bands and Displacement Fields in Granular Materials Open
View article: Applicability of machine learning algorithms in predicting chloride diffusion in concrete: Modeling, evaluation, and feature analysis
Applicability of machine learning algorithms in predicting chloride diffusion in concrete: Modeling, evaluation, and feature analysis Open
The resistance to chloride diffusion is one of the most crucial durable properties of concrete. However, traditional methods to evaluate this property are time-consuming and inefficient. In this research, backpropagation-artificial neural …
View article: A Microgel Composite Hydrogel Based on Glucose-Response for Drug Delivery
A Microgel Composite Hydrogel Based on Glucose-Response for Drug Delivery Open
View article: Load Transfer Mechanisms Of Reamed Precast Concrete Pile in Pile–Slab Structure Subgrades
Load Transfer Mechanisms Of Reamed Precast Concrete Pile in Pile–Slab Structure Subgrades Open
View article: Landslide Susceptibility Zoning in Yunnan Province Based on SBAS-InSAR Technology and a Random Forest Model
Landslide Susceptibility Zoning in Yunnan Province Based on SBAS-InSAR Technology and a Random Forest Model Open
Yunnan Province, China, has complex topography and geomorphology, many ravines and valleys, and frequent landslide geological disasters and is of great significance in the assessment of regional landslide geological disasters in Yunnan Pro…
View article: An efficient method for train–track–substructure dynamic interaction analysis by implicit-explicit integration and multi-time-step solution
An efficient method for train–track–substructure dynamic interaction analysis by implicit-explicit integration and multi-time-step solution Open
In this work, a method is put forward to obtain the dynamic solution efficiently and accurately for a large-scale train–track–substructure (TTS) system. It is called implicit-explicit integration and multi-time-step solution method (abbrev…
View article: Analysis of Rainfall Erosion and Protective Measures for the Aeolian Sand Subgrade Slope of the Wuma Expressway
Analysis of Rainfall Erosion and Protective Measures for the Aeolian Sand Subgrade Slope of the Wuma Expressway Open
It is difficult to build roads in the desert areas with wind-blown sands because the prevailing harsh environment and the characteristics of the aeolian sands inhibit strategies and measures for road damage prevention and control that are …
View article: Deformation Characteristic of a Supported Deep Excavation System: A Case Study in Red Sandstone Stratum
Deformation Characteristic of a Supported Deep Excavation System: A Case Study in Red Sandstone Stratum Open
A complete case record of a deep foundation pit with pile-anchor retaining structure excavated in red sandstone stratum is presented in this study. The horizontal displacement of pile top, the horizontal displacement at various depths, the…
View article: Failure and Remediation of an Embankment on Rigid Column‐Improved Soft Soil: Case Study
Failure and Remediation of an Embankment on Rigid Column‐Improved Soft Soil: Case Study Open
The south extension line was constructed as a new part of the Xintai Expressway in Guangdong Province, China. The project required the construction of an embankment over soft soil with a thickness of up to approximately 14.0 m, and prestre…
View article: Evaluation of Geomembrane Effect Based on Mobilized Shear Stress due to Localized Sinking
Evaluation of Geomembrane Effect Based on Mobilized Shear Stress due to Localized Sinking Open
Installing geosynthetic reinforcement at the bottom of the embankment will provide positive support for subgrade stability and settlement control, if there is a void or a weak foundation. In routine design work, the geomembrane effect must…
View article: Effects of Density and Moisture Variation on Dynamic Deformation Properties of Compacted Lateritic Soil
Effects of Density and Moisture Variation on Dynamic Deformation Properties of Compacted Lateritic Soil Open
A series of repeated load triaxial tests were conducted in this study to investigate the influences of compaction density and postcompaction moisture variation on the dynamic elastic modulus () and plastic permanent strain (PPS) of compact…
View article: One-Dimensional Consolidation of Double-Layered Foundation with Depth-Dependent Initial Excess Pore Pressure and Additional Stress
One-Dimensional Consolidation of Double-Layered Foundation with Depth-Dependent Initial Excess Pore Pressure and Additional Stress Open
A model for one-dimensional consolidation of a double-layered foundation considering the depth-dependent initial excess pore pressure and additional stress and time-dependent loading under different drainage conditions was presented in thi…