Modified Meyerhof approach for forecasting reliable ultimate
Prediction of uplift resistance of circular anchors in anisotropic clays using MLR, ANN, and MARS - ScienceDirect
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Reliability-based load and resistance factor design model for
Toe Resistances from the Original and Modified Meyerhof (1976) Methods
Determining Ultimate Bearing Capacity of Shallow Foundations by Using Multi
Estimating the Ultimate Load Bearing Capacity Implementing Extrapolation Method of Load-Settlement Relationship and 3D-Finite Element Analysis
PDF) Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles
Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles
Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles
Numerical Analysis of Large Diameter Bored Pile Installed in Multi Layered Soil: A Case Study of Damietta Port New Grain Silos Project
PDF) Lateral load capacity estimation of large diameter bored
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Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles
Estimating the Ultimate Load Bearing Capacity Implementing Extrapolation Method of Load-Settlement Relationship and 3D-Finite Element Analysis