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Optimizing the Prediction Accuracy of Friction Capacity of Driven Piles in Cohesive Soil Using a Novel Self-Tuning Least Squares Support Vector Machine
Published 2018-01-01“…It makes for a reliable and robust assistance tool in helping all geotechnical engineers estimate friction pile capacity.…”
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184
The Optimization Algorithm for Large-Scale In Situ Stress Field
Published 2021-01-01“…In situ stress state is a predominant factor for the design and safe construction of geotechnical engineering. For a real construction site, the amount of calculation using a finite element method for in situ stress field increases dramatically with the increase of the calculation freedom due to large-scale uncertainties. …”
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185
Determination of Joint Surface Roughness Based on 3D Statistical Morphology Characteristic
Published 2021-01-01“…Roughness significantly affects the shear behavior of rock joints, which are widely encountered in geotechnical engineering. Since the existing calculation methods on the joint roughness coefficient (JRC) fail to obtain a sufficiently accurate value of JRC, a new determination method was proposed in this study, where the 3D laser scanning technique and self-compiled Python code, as well as the statistical parameter methods, were applied. …”
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186
Dynamic Mechanical Properties and Damage Mechanism of Freeze-Thaw Sandstone under Acid Corrosion
Published 2021-01-01“…During the construction of geotechnical engineering in cold regions, the stability of rock is inevitably affected by freeze-thaw cycles and hydrochemical corrosion. …”
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187
Effect of Moisture on the Macro Failure Characteristics of Weakly Consolidated Mudstone: Mesomechanism
Published 2022-01-01“…Mudstone, whose significant characteristic is water-weakening, widely exists in all kinds of geotechnical engineering, which brings great security risks to engineering safety. …”
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188
THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
Published 2024-09-01“…These findings offer valuable insights for improving slope stability in gypsum sand soils and contribute to the optimisation of soil nailing techniques in geotechnical engineering. …”
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189
Local Stress Field Correction Method Based on a Genetic Algorithm and a BP Neural Network for In Situ Stress Field Inversion
Published 2021-01-01“…The in situ stress field is the fundamental factor causing deformation and damage in geotechnical engineering, so it is the main basis for underground engineering design and excavation. …”
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190
Advancing Slope Stability and Hydrological Solutions Through Biocementation: A Bibliometric Review
Published 2025-01-01“…Despite its potential, comprehensive evaluations of its use in hydrology and geotechnical engineering are limited. This study addresses this gap through a bibliometric analysis of 685 articles (2013–2023) from the Scopus database, employing VOSviewer and RStudio to explore global research trends, key contributors, and emerging themes. …”
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191
Prediction of Soil Water Characteristic Curve Based on Soil Water Evaporation
Published 2021-01-01“…This study developed the application of evaporation curves in geotechnical engineering, reduced the workload of measuring soil water characteristic curves, and explored the relationship between evaporation rate and fractal dimension. …”
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192
A Phantom-Node Method with Edge-Based Strain Smoothing for Linear Elastic Fracture Mechanics
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193
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Physical and Compaction Properties of Granular Materials with Artificial Grading behind the Particle Size Distributions
Published 2018-01-01“…Granular materials in geotechnical engineering is generally considered to be mixtures of clay, sand, and gravel that commonly appear in slopes, valleys, or river beds, and they are especially used for the construction of earth-rock-filled dams. …”
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195
Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method
Published 2022-01-01“…Microbially induced calcite precipitation (MICP) has been a promising method to improve geotechnical engineering properties; however, there are few literatures about the application of the MICP method to improve the strength characteristics of expansive soils with low permeability. …”
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196
Evaluating Lateral Spreading Using Newmark Method Based on Liquefaction Triggering
Published 2020-01-01“…The prediction of liquefaction-induced lateral spreading is an important geotechnical engineering problem. In this paper, a simplified prediction method based upon Newmark sliding block analysis was proposed to predict the liquefaction-induced lateral spreading. …”
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197
Determination of the Engineering Properties of Submarine Soil Layers in the Bohai Sea Using the Piezocone Penetration Test
Published 2018-01-01“…Due to the complexity of marine geotechnical engineering, the harsh operating environments, loose subsea soils, and high water contents, it is extremely difficult to obtain soil samples while maintaining the in situ conditions in offshore areas. …”
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198
A Hybrid Random Forest and Least Squares Support Vector Machine Model Based on Particle Swarm Optimization Algorithm for Slope Stability Prediction: A Case Study in Sichuan–Tibet H...
Published 2023-01-01“…The results provide a novel approach toward slope stability prediction in the field of geotechnical engineering.…”
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199
Effects of Cement Treatment on Water Retention Behavior and Collapse Potential of Gypseous Soils: Experimental Investigation and Prediction Models
Published 2024-01-01“…Gypseous soil poses a significant challenge in geotechnical engineering due to its susceptibility to collapse under saturation. …”
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200
Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope
Published 2020-01-01“…It is a difficult point in the field of geotechnical engineering to test the simulation parameters of the pile-anchor supporting structure of slope excavation and analyze the effect of seepage on the stress of the structure. …”
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