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261
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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262
Staphylococcus Derived from Desert and Its Solidified Ability on Aeolian Sandy Soil
Published 2020-01-01“…It is a kind of mineralized bacteria seldom used in geotechnical engineering at present, and it was found to have good mineralization ability; the living conditions of Staphylococcus were optimized. …”
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263
Particle Flow Code Simulation of the Characteristics of Crack Evolution in Rock-Like Materials with Bent Cracks
Published 2021-01-01“…The distribution and propagation of rock cracks have a significant impact on geotechnical engineering. Taking rock-like materials with bent cracks as the research object, the particle flow code in two dimensions numerical simulation method was used to study the impact of the bend number on rock-like materials strength and crack evolution. …”
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264
Dynamic Response of Bridge-Landslide Parallel System under Earthquake
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265
Numerical Simulation on Non-Darcy Flow in a Single Rock Fracture Domain Inverted by Digital Images
Published 2020-01-01“…The influence of rock seepage must be considered in geotechnical engineering, and understanding the fluid flow in rock fractures is of great concern in the seepage effect investigation. …”
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266
Stability Assessment of Dangerous Rock Mass of an Overhanging Slope in Puerdu Town, Southwestern China
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267
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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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270
Assessing the Effect of Saturation Variations on the Factor of Safety of Slopes in Elgon Sub-Region.
Published 2024“…In conclusion, this research contributes valuable insights into geotechnical engineering practices in the Elgon sub-region. …”
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271
Study on the Creep Constitutive Model of a Sandstone Rock under the Water-Rock Interaction
Published 2021-01-01“…With the continuous construction of large-scale geotechnical engineering, more and more attention has been paid to the long-term stability of rock mass engineering, especially the problem of rock creep under the influence of water. …”
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272
Experimental Study on Uniaxial Compression Fracture Process of Marble Specimens with Circular Holes with Different Diameters
Published 2022-01-01“…In practical engineering, due to the limitation of various factors, it is impossible to conduct uniaxial compressive strength test for each geotechnical engineering. Therefore, the rock in the weak part of the project can be selected as the test specimen before the indoor physical tests. …”
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273
The Mechanism of Rock Mass Crack Propagation of Principal Stress Rotation in the Process of Tunnel Excavation
Published 2021-01-01“…Studying the action mechanism of principal stress rotation on fractured rock masses can provide scientific basis for geotechnical engineering design and rock mass surrounding support.…”
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274
The Scale Effect of Coarse-Grained Materials by Triaxial Test Simulation
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275
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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276
Prediction Method for Overconsolidation Ratio of Marine SoftSoil Based on the Piezocone Penetration Tests
Published 2019-01-01“…The piezocone penetration test (CPTU) is one of the main technologies for in situ testing of geotechnical engineering. CPTU has the advantages of being fast and convenient, no sampling, low disturbance to soil, large amount of data, and reliable testing. …”
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Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits
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279
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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