Numerical methods in geotechnical engineering


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In current years, through the acceleration of urbanization and rapid economic advance, research study on underground area advancement and also utilization, ground development, disaster avoidance and control in design geology, eco-friendly geotechnical engineering, and other fields is raising. With the breakthrough of computer system technology and the progress of computer power, numerical simulation techniques have come to be an indispensable implies to solve geotechnological design troubles. Most of the numerical methods supplied in geotechnological design are the finite distinction technique (FDM), finite element strategy (FEM), boundary facet method (BEM), disconstant deformation evaluation (DDA) technique, discrete facet technique (DEM), pwrite-up flow technique (PFM), and so on.

Due to the intricacy of geotechnological design difficulties, the numerical approach mirrors its distinctive benefits. Rational modeling from understanding of geotechnics is the vital variable for correct numerical calculation. Numerical approaches are commonly offered to analyze the anxiety area, displacement field, and also stability. However before, the simulation outcomes frequently differ significantly from the engineering practice.

The aim of this Special Issue is to explore recent patterns and advancements in the numerical approaches of geotechnical engineering and their useful applications. Contributions deserve to resolve all kinds of geotechnical engineering, soil mechanics, and their helpful applications in any kind of scientific area regarded design. Recheck out posts focused on a geotechnical design field or particular numerical simulation techniques are also welcome.

Potential topics include however are not restricted to the following:

Continuum-discontinuum numerical approaches and their applicationsRelicapability and threat analysisMulti-scale viewpoints in geomechanicsCoupled T-H-M-C processesEnvironpsychological geotechnicsGround advancement, reinforcement, geosyntheticsGeothermal energySurface and also near-surchallenge structures: excavations, structures, tunnels
Special Issue- Volume 2021- Article ID 6623489- Research Article

Investigation on Parameter Calibration Method and also Mechanical Properties of Root-Reinforced Soil by DEM


Special Issue- Volume 2021- Message ID 5592296- Research Article

Design and Performance of Concrete Pile Strengthened via Lengthened Steel-Tube Core: Model Tests and Numerical Simulations


Special Issue- Volume 2021- Article ID 5587857- Research Article

Experipsychological and also Numerical Investigation on the Effects of Foundation Pit Excavation on Adjacent Tunnels in Soft Soil


Special Issue- Volume 2021- Message ID 5528237- Research Article

Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load


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Special Issue- Volume 2021- Post ID 6665099- Research Article

Reliability Analysis of Expansive Soil Slope Stcapability Based on the Three-Broken Line Model


Special Issue- Volume 2021- Blog post ID 6664409- Research Article

Analysis of Diaphragm Wall Deflection Induced by Excavation Based on Machine Learning


Special Issue- Volume 2021- Message ID 6667665- Research Article

Time-Harmonic Response of an Elastic Pile in a Radially Inhomogeneous Poroelastic Medium


Special Issue- Volume 2021- Message ID 6619197- Research Article

Analysis of the Vibration of the Ground Surchallenge by Using the Layered Soil: Viscoelastic Euler Beam Model as a result of the Moving Load


Special Issue- Volume 2021- Message ID 6685405- Research Article

Study on Fracture and Permecapability Characteristics of Unloading Rock through High Water Pressure


Special Issue- Volume 2021- Message ID 6692503- Research Article

A Landslide Displacement Prediction Method with Iteration-Based Combined Strategy