Kunyong Zhang
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View article: Ecological Engineering Contributions to Slope Stability Through Root Reinforcement in Diverse Soils
Ecological Engineering Contributions to Slope Stability Through Root Reinforcement in Diverse Soils Open
Slope instability in mountainous regions poses serious challenges to infrastructure resilience, particularly under anthropogenic pressures and climatic variability. This study evaluates the mechanical reinforcement provided by Vetiver (Chr…
View article: Design Of Building In Area Susceptible To Slide Failure
Design Of Building In Area Susceptible To Slide Failure Open
View article: Slope Stability Analysis of the Slope Located On the E35 Pan-American Highway, Exit to Cuenca, Carigán Sector
Slope Stability Analysis of the Slope Located On the E35 Pan-American Highway, Exit to Cuenca, Carigán Sector Open
View article: Generation of a Susceptibility Map with Geomechanical Soil Data in the Southwestern Zone of Loja Ecuador
Generation of a Susceptibility Map with Geomechanical Soil Data in the Southwestern Zone of Loja Ecuador Open
View article: Analysis of Factors Affecting the Water Inflow of Suspended Water Stop Curtain Foundation Pit Under Pressure Water Conditions
Analysis of Factors Affecting the Water Inflow of Suspended Water Stop Curtain Foundation Pit Under Pressure Water Conditions Open
View article: Analysis of the Influence of Dewatering of Subway Foundation Pit on the Displacement of Surrounding Strata
Analysis of the Influence of Dewatering of Subway Foundation Pit on the Displacement of Surrounding Strata Open
In order to study the influence of subway foundation pit on the displacement of surrounding strata under the condition of dewatering. Based on the finite element modeling of a subway foundation pit project under construction in Nanjing, th…
View article: Research on Excavation Deformation of Foundation Pit Based on Seepage and Stress Coupling
Research on Excavation Deformation of Foundation Pit Based on Seepage and Stress Coupling Open
In order to study the effect of seepage and stress coupling on excavation deformation of foundation pit, finite element numerical analysis method is used in this paper, taking a hanging water curtain foundation pit project under constructi…
View article: Chemical and Mechanical Soil Stabilization Techniques for Foundations
Chemical and Mechanical Soil Stabilization Techniques for Foundations Open
Introduction: The geotechnical study is crucial for foundation design and herein the feasibility of stabilizing soil from Quillollaco Formation in Loja, Ecuador with quicklime. Methodology: Laboratory tests followed ASTM standards. Unalter…
View article: Field and Numerical Investigation of Taihu Resort Cut Slope Failure in Suzhou, China
Field and Numerical Investigation of Taihu Resort Cut Slope Failure in Suzhou, China Open
This study aims to determine the cause of a landslide located at Taihu Resort in Suzhou, Jiangsu Province, China. Field monitoring has been conducted, including two-dimensional finite element method (FEM) numerical analyses to examine slop…
View article: Data for Hydraulic Conductivity Test
Data for Hydraulic Conductivity Test Open
The main objective of the research was to determine the effect of sodium sulphate on the hydraulic conductivity of slag-cement-clay vertical cutoff walls. The effect of the sodium sulphate (of varying concentrations; 1000, 3000, 6000 and 1…
View article: Shear Strength of Compacted Clays as Affected by Mineral Content and Wet‐Dry Cycles
Shear Strength of Compacted Clays as Affected by Mineral Content and Wet‐Dry Cycles Open
The behaviors of high‐plasticity clays depend largely on the clay mineral content. Recently, it has been observed that sudden slope failures of most clay slopes occur in regions pronounced with repeated rainfall and sunny climate. The reas…
View article: Numerical Analysis of Pipelines Settlement Induced by Tunneling
Numerical Analysis of Pipelines Settlement Induced by Tunneling Open
Three‐dimensional finite element method analysis on the tunnel‐soil‐underground pipeline was carried out based on the ABAQUS program. PSI element was applied to simulate the interaction between the pipelines and soil. Parameters such as an…
View article: Microstudy of the Anisotropy of Sandy Material
Microstudy of the Anisotropy of Sandy Material Open
Through numerical simulation based on the particle flow method, DEM numerical test samples were generated with the results of laboratory tests on standard sand. The method consists of the use of gravity deposition and radius expansion mode…
View article: The Study on Earth Pressure Against Retaining Wall Considering Displacement
The Study on Earth Pressure Against Retaining Wall Considering Displacement Open
Several typical existing calculation methods of earth pressure considering displacement are introduced and compared; Typical methods are used to calculate the condition of laboratory tests and the result is compared with that from Rankine …