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Discussion of “Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction” by Scott A. Ashford and Terrawut Juirnarongrit
Publisher: American Society of Civil Engineers
Dynamic Response of Laterally Excited Pile Groups
Publisher: American Society of Civil Engineers
Abstract: Lateral dynamic experiments were performed on small-scale pile groups at two different sites, one with stiff soil and the other with soft soil. The pile diameters and spacings were varied to create spacing to diameter (
Empirical Assessment of Liquefaction Resistance of Crushable Pumiceous Sand Using Shear Wave Velocity
Publisher: American Society of Civil Engineers
Abstract: Sands consisting of pumice particles are found in the northern part of the North Island of New Zealand. These pumice sands are highly crushable, compressible, and lightweight due to the vesicular nature of the particles, ...
Investigation on the Impact of Seasonally Frozen Soil on Seismic Response of Bridge Columns
Publisher: American Society of Civil Engineers
Abstract: This paper presents the development of numerical models that investigated the seismic response of a simple two span prototype bridge system during warm and frozen temperatures. Models from both temperature conditions were ...
Small-Strain Stiffness of Natural Pumiceous Sand
Publisher: ASCE
Abstract: This paper focuses on the small-strain shear modulus (Gmax) of natural pumiceous (NP) sands, a type of crushable volcanic soil commonly found in the North Island of New Zealand. These sands are also compressible and ...