Guoxiong Mei
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View article: Interfacial flow contact resistance in stratified terrains: A hidden trigger for multi-hazard geological disasters
Interfacial flow contact resistance in stratified terrains: A hidden trigger for multi-hazard geological disasters Open
Geohazards such as cascading landslides, rockfalls, and debris flows in stratified terrains are often triggered by localized hydraulic failure at geological interfaces. When pore water seeps slowly along irregular pore channels at the inte…
View article: Impact Analysis of Hull Line Design on Fishing Vessels’ Vulnerability to Pure Loss of Stability
Impact Analysis of Hull Line Design on Fishing Vessels’ Vulnerability to Pure Loss of Stability Open
Pure Loss of Stability is one of the five typical stability failure modes identified in the Second-Generation Intact Stability Criteria by the IMO. This study investigates the influence of hull line variations on the vulnerability of a sau…
View article: Experimental study on small strain dynamic characteristics of citric acid modified magnesium oxysulfate cement solidified engineering waste soil
Experimental study on small strain dynamic characteristics of citric acid modified magnesium oxysulfate cement solidified engineering waste soil Open
To build an environmental protection society and improve the resource utilization rate of engineering residue, this paper uses magnesium oxysulfate cement instead of ordinary Portland cement solidified engineering residue, and use the addi…
View article: Mechanical performance and microstructure of phosphate-based geopolymer modified by nano-SiO2 and nano-Al2O3
Mechanical performance and microstructure of phosphate-based geopolymer modified by nano-SiO2 and nano-Al2O3 Open
View article: The mechanism of chloride ion transport in coral concrete by reverse seepage and saturation based active anti corrosion technology (RS-AAT)
The mechanism of chloride ion transport in coral concrete by reverse seepage and saturation based active anti corrosion technology (RS-AAT) Open
Chloride-induced corrosion is one of the most critical factors affecting the durability of concrete structures, particularly in marine environments. Coral concrete, widely used in coastal and island construction, is especially vulnerable d…
View article: Geochemical Dynamics in Organic-Rich Mudstone Reservoirs: Interactions and Implications
Geochemical Dynamics in Organic-Rich Mudstone Reservoirs: Interactions and Implications Open
This paper explores the intricate geochemical characteristics of organic-rich mudstone reservoirs, focusing on key factors such as thermal maturity, wettability, and adsorption properties. These reservoirs, often referred to as unconventio…
View article: Frost resistance and micro mechanism of metakaolin and polypropylene fiber modified coastal cement soil
Frost resistance and micro mechanism of metakaolin and polypropylene fiber modified coastal cement soil Open
In order to investigate the effects of metakaolin and polypropylene (PP) fiber on the macroscopic mechanical properties and microscopic mechanisms of cement soil subjected to freeze-thaw cycles, a series of unconfined compressive strength …
View article: Diffractive Neural Networks for Classification and Reconstruction of Spatial Overlapping Images
Diffractive Neural Networks for Classification and Reconstruction of Spatial Overlapping Images Open
View article: Mechanical Properties of Monolithic Eps-Coated Lightweight Soil: Unconfined Compressive Strength and Small-Strain Dynamic Characterization
Mechanical Properties of Monolithic Eps-Coated Lightweight Soil: Unconfined Compressive Strength and Small-Strain Dynamic Characterization Open
View article: Analyses of Transient Saturated-Unsaturated Confined-Unconfined Pumping Induced Flow to a Partially Penetrating Well in a Confined Aquifer
Analyses of Transient Saturated-Unsaturated Confined-Unconfined Pumping Induced Flow to a Partially Penetrating Well in a Confined Aquifer Open
View article: One-dimensional consolidation analysis of layered foundations with continuous drainage boundaries considering soil structure and physical properties
One-dimensional consolidation analysis of layered foundations with continuous drainage boundaries considering soil structure and physical properties Open
Introduction Many theories of consolidation for soils have been proposed in the past, but most of them have ignored the structural characteristics of clay, yet the natural layered soils are widely distributed around the world. Methods A th…
View article: Numerical Simulation on Two-Dimensional Dual-Zone Axisymmetric Consolidation for Marine Soft Soil Improved by PVTD Considering Interfacial Thermal Resistance
Numerical Simulation on Two-Dimensional Dual-Zone Axisymmetric Consolidation for Marine Soft Soil Improved by PVTD Considering Interfacial Thermal Resistance Open
Prefabricated vertical drains combined with heating is a new approach to improving the mechanical properties of soft clay foundations. Rising temperatures cause the formation of concentric and radially aligned soil regions with distinct he…
View article: Enhancement effect of calcium carbide residue and rice husk ash on soft soil: Small-strain property and micro mechanism
Enhancement effect of calcium carbide residue and rice husk ash on soft soil: Small-strain property and micro mechanism Open
The resource utilization of calcium carbide residue (CCR) and rice husk ash (RHA) is helpful to save resources and alleviate environmental pollution. In this research, CCR and RHA were used to modify soft clay, and the resonant column test…
View article: Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading
Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading Open
Precast driven piles are extensively used for infrastructure on soft soils, but the buildup of excess pore water pressure associated with pile driving is a challenging issue. The process of soil consolidation could take several months. Mea…
View article: Experimental investigation on chloride transport in semi-buried concrete exposed to seawater wet-dry cycles in coastal soil environment
Experimental investigation on chloride transport in semi-buried concrete exposed to seawater wet-dry cycles in coastal soil environment Open
The issue of ocean corrosion in coastal areas, particularly in concrete structures partially buried in the soil has attracted wide attention has garnered attention due to the unique challenges it presents. This study investigates the enhan…
View article: Experimental and Numerical Analysis of Thermal Performance and Energy Consumption of Ventilated Green Roof
Experimental and Numerical Analysis of Thermal Performance and Energy Consumption of Ventilated Green Roof Open
View article: Frost Resistance and Micro Mechanism of Metakaolin and Polypropylene Fiber Modified Coastal Cement Soil
Frost Resistance and Micro Mechanism of Metakaolin and Polypropylene Fiber Modified Coastal Cement Soil Open
View article: Enhancement Effect of Calcium Carbide Slag and Rice Husk Ash on Soft Soil: Small-Strain Property and Micro Mechanism
Enhancement Effect of Calcium Carbide Slag and Rice Husk Ash on Soft Soil: Small-Strain Property and Micro Mechanism Open
View article: Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution Open
Based on the double nonlinear consolidation constitutive associated with the compression and permeability coefficients, presented by Mesri and Rokhsar (1974), this paper derives an approximate closed-form solution for the one-dimensional n…
View article: A One-Dimensional Nonlinear Consolidation Analysis of Double-Layered Soil with Continuous Drainage Boundary
A One-Dimensional Nonlinear Consolidation Analysis of Double-Layered Soil with Continuous Drainage Boundary Open
Based on the soil nonlinearity assumptions proposed by Mesri, the one-dimensional nonlinear consolidation of double-layered soil is investigated. To better align with engineering reality, a continuous drainage boundary is introduced, bolst…
View article: Dynamic performance of submerged floating tunnel with different mooring styles subjected to anchor cable failure
Dynamic performance of submerged floating tunnel with different mooring styles subjected to anchor cable failure Open
Submerged floating tunnels (SFTs) are novel structures for transportation across long- and deep-strait regions. Owing to severe wave and current excitation as well as the effects of underwater structures and corrosion, the risk of local an…
View article: Evaluating mechanism and inconsistencies in hydraulic conductivity of unsaturated soil using newly proposed biochar conductivity factor
Evaluating mechanism and inconsistencies in hydraulic conductivity of unsaturated soil using newly proposed biochar conductivity factor Open
In the past few decades, numerous studies have been conducted to promote the use of biochar as a soil amendment and most recently, for compacted geo-engineered soils. In general, the definite trends of biochar effects on water retention an…
View article: A new hydro-mechanical coupling constitutive model for brittle rocks considering initial compaction, hardening and softening behaviors under complex stress states
A new hydro-mechanical coupling constitutive model for brittle rocks considering initial compaction, hardening and softening behaviors under complex stress states Open
After the excavation of underground engineering, the failure and instability of surrounding rock under hydro-mechanical coupling conditions is a common type of engineering disaster. However, the hydro-mechanical coupling mechanical charact…
View article: Quantitative Evaluation, Visualization and Precursor of Anisotropic Fracture Evolution of Engineering Rock Discontinuities
Quantitative Evaluation, Visualization and Precursor of Anisotropic Fracture Evolution of Engineering Rock Discontinuities Open
View article: Investigation of the Chloride Ion Transport Mechanism in Unsaturated Concrete Considering the Nonlinear Seepage Effect
Investigation of the Chloride Ion Transport Mechanism in Unsaturated Concrete Considering the Nonlinear Seepage Effect Open
View article: Nonlinear Analysis of Laterally Loaded Single Pile in Layered Soil Based on Conical Strain Wedge Model
Nonlinear Analysis of Laterally Loaded Single Pile in Layered Soil Based on Conical Strain Wedge Model Open
View article: Horizontal Vibration Characteristics of Offshore Two–Pile Groups
Horizontal Vibration Characteristics of Offshore Two–Pile Groups Open
View article: Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand
Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand Open
View article: Horizontal Vibration Characteristics of a Tapered Pile in Arbitrarily Layered Soil
Horizontal Vibration Characteristics of a Tapered Pile in Arbitrarily Layered Soil Open
A tapered pile (TP) is a new type of pile with a good bearing capacity, and scholars have conducted in-depth research on its static bearing characteristics. However, there is relatively little research on its dynamic bearing characteristic…
View article: A New Analysis Method Based on the Coupling Effect of Saturation and Expansion for the Shallow Stability of Expansive Soil Slopes
A New Analysis Method Based on the Coupling Effect of Saturation and Expansion for the Shallow Stability of Expansive Soil Slopes Open
Expansive soil is a kind of unsaturated soil that is rich in hydrophilic clay minerals. The shallow slope stability of expansive soil is one of the important research topics in geotechnical engineering. However, there are no suitable metho…