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Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition
Publisher: ASCE
Abstract: In this study, the effect of load application point (zp) on the load capacity (Qu) of helical anchors under inclined loading condition was investigated. For this purpose, coupled Eulerian-Lagrangian finite element analyses ...
Penetrometer-Based Assessment of Spudcan Penetration Resistance
Publisher: American Society of Civil Engineers
Abstract: Estimation of spudcan penetration resistance is an important design step to guarantee the stability and functionality of offshore mobile jack-up units. Dependence on in situ penetrometer test data to evaluate the stratigraphy ...
Uplift Load-Carrying Capacity of Single and Group Micropiles Installed with Inclined Conditions
Publisher: American Society of Civil Engineers
Abstract: In this study, the uplift load-carrying capacity of micropiles was investigated, focusing on the effect of various installation conditions including installation angle (θ), spacing (S), and group configuration. For this ...
Effect of Soil Parameters on Elastic Characteristics of Subgrade Materials
Publisher: American Society of Civil Engineers
Abstract: In this paper, state-dependent elastic characteristics of granular subgrade materials were investigated, assuming various field conditions. For this purpose, a series of resonant column tests were conducted. The test ...
Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test
Publisher: American Society of Civil Engineers
Abstract: In the present paper, the estimation of limit unit bearing capacity
Closure to “Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test” by Junhwan Lee and Rodrigo Salgado
Publisher: American Society of Civil Engineers
Estimation of Footing Settlement in Sand
Publisher: American Society of Civil Engineers
Abstract: The settlement of foundations under working load conditions is an important design consideration. Well‐designed foundations induce stress‐strain states in the soil that are neither in the linear elastic range nor in the ...
Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand
Publisher: ASCE
Abstract: In this study, the effect of pile surface roughness on the lateral load–carrying behavior of piles embedded in sand was investigated. Centrifuge tests were conducted on various model piles with different degrees of surface ...
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures
Publisher: ASCE
Abstract: In this study, the resistance factors (RF) in the load and resistance factor design (LRFD) for the drilled-shaft foundation of transmission line structures subjected to lateral loads were investigated. Various load test ...
Enhanced Data Utilization Approach to Improve the Prediction Performance of Groundwater Level Using Semianalytical and Data Process Models
Publisher: ASCE
Abstract: Methods for the estimation of groundwater level (GWL) are often based on knowledge- and data-based approaches, which are largely affected by the representativeness of input parameters and the quantity and quality of ...