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The model provides a method to evaluate erosion resistance of certain coastal ecosystems based on geotechnical analysis techniques.
The design of the open-pit mine required geotechnical analysis to reveal possible problems that may occur during its construction and operation.
It is therefore important to properly quantify the cross-correlation between c′ and ϕ′ of soil for geotechnical analysis and design.
Consequently, it is important to properly calibrate this uncertainty prior to its application in the geotechnical analysis to ensure the integrity of the final design.
The paper presents an overview of recent developments in geotechnical analysis and design associated with oil and gas developments in deep water.
Standard Penetration Test SPTT) and Cone Penetration Test (CPT) are the most frequently used field tests to estimate soil parameters for geotechnical analysis and design.
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In this study, an efficient response surface method is suggested for geotechnical reliability analysis using existing numerical programs.
The algorithm is particularly useful to practicing engineers for geotechnical reliability analysis where standalone (deterministic) numerical packages are used.
A recent trend of geotechnical correlation analysis is to construct a multivariate distribution model to describe the multiple dependency characteristics of different soil parameters.
Therefore, overtopping flow velocities and layer thicknesses are required in addition to average overtopping rates as hydraulic boundary conditions for the geotechnical stability analysis of seadikes.
Accordingly, the selected parameters affect the related geotechnical engineering analysis and design.
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