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RISDiscussion of “<i>P‐y</i> Analysis of Laterally Loaded Piles in Clay Using DMT” by M. A. Gabr, T. Lunne, and J. J. Powell
Publisher: American Society of Civil Engineers
Discussion of “Accounting for Soil Aging When Assessing Liquefaction Potential” by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani
Publisher: American Society of Civil Engineers
Discussion of “Consolidation and Permeability Properties of Singapore Marine Clay” by J. Chu, Myint Win Bo, M. F. Chang, and V. Choa
Publisher: American Society of Civil Engineers
Improved Liquefaction Resistance with Rammed Aggregate Piers Resulting from Increased Earth Pressure Coefficient and Density
Publisher: ASCE
Abstract: During the last decades, liquefaction damages induced by earthquakes have underlined the importance of identifying effective soil improvement techniques for mitigation purposes. Vibratory methods, such as rammed aggregate ...
SDMT-Based Numerical Analyses of Deep Excavation in Soft Soil
Publisher: American Society of Civil Engineers
Abstract: The paper explores the application of conventional (DMT) and seismic (SDMT) dilatometer tests to an important case of deep excavation design. The work presents finite-element analyses simulating a deep excavation close to ...
Comparative Study of CPTU and SDMT in Liquefaction-Prone Silty Sands with Ground Improvement
Publisher: ASCE
Abstract: Following the 2012 Emilia-Romagna seismic sequence, widespread liquefaction of silty sands was observed, providing the opportunity to enhance our knowledge of the influence of fines content on seismic hazard and mitigation ...