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Introduction to the 54th Karl Terzaghi Lecture
Publisher: ASCE
Abstract: Dr. Rudolph Bonaparte delivered the 54th Terzaghi Lecture on March 8th, 2018, at IFCEE 2018 held in Orlando, Florida. This introduction briefly reviews Dr. Bonaparte’s contributions to geotechnical engineering and discusses ...
Introduction to the 21st Ralph B. Peck Award Lecture
Publisher: ASCE
Abstract: Dr. Anand Puppala delivered the 21st Ralph B. Peck Award Lecture on February 28, 2020, at the ASCE GeoCongress event held in Minneapolis, Minnesota. This introduction briefly reviews Dr. Puppala’s contributions to geotechnical ...
Load and Resistance Factors for Internal Stability Checks of Mechanically Stabilized Earth Walls
Publisher: American Society of Civil Engineers
Abstract: This paper focuses on the development of load and resistance factor design (LRFD) for checks of the internal stability of mechanically stabilized earth (MSE) walls reinforced with steel strips. The internal stability of ...
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
Closure to “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado
Publisher: American Society of Civil Engineers
Determination of Bearing Capacity of Open-Ended Piles in Sand
Publisher: American Society of Civil Engineers
Abstract: The bearing capacity of open-ended piles is affected by the degree of soil plugging, which is quantified by the incremental filling ratio (IFR). There is not at present a design criterion for open-ended piles that explicitly ...
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 ...
Closure to “Instrumented Static Load Test on Rock-Socketed Micropile” by Hoyoung Seo, Monica Prezzi, and Rodrigo Salgado
Publisher: American Society of Civil Engineers
Energy-Based Solutions for Nondisplacement Piles Subjected to Lateral Loads
Publisher: American Society of Civil Engineers
Abstract: This paper reviews the energy-based solutions that have been proposed for boundary value problems involving pile foundations subjected to lateral loads and presents semianalytical solutions that are applicable to both ...