Proceedings Article10.1061/9780784480489.032
Calibration of the PM4Sand Model for Sands with Substantial Amounts of Fines
Bret N. Lingwall
- 30 Mar 2017
- pp 321-331
2
About: The article was published on 30 Mar 2017. The article focuses on the topics: Calibration (statistics).
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Citations
Data-Driven Sensitivity Analyses of Liquefaction Prediction in Undrained Cyclic Direct Simple Shear Tests Using PM4Sand
Qinlin Yu,Srikanth S. C. Madabhushi,Qinlin Yu,Srikanth S. C. Madabhushi +3 more
- 30 Oct 2025
References
The strength and dilatancy of sands
TL;DR: In this paper, the strength and dilatancy of 17 sands in axisymmetric or plane strain at different densities and confining pressures are collated, and the critical state angle of shearing resistance of soil which is shearing at constant volume is determined experimentally within a margin of about 1°, being roughly 33° for quartz and 40° for feldspar.
A state parameter for sands
K. Been,Michael Jefferies +1 more
TL;DR: In this paper, the authors present an appropriate physical parameter, termed the state parameter, that combines the influence of void ratio and stress level with reference to an ultimate (steady) state to describe sand behaviour.
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Effects of nonplastic fines on the liquefaction resistance of sands
TL;DR: In this article, a laboratory parametric study utilizing cyclic triaxial tests was performed to clarify the effects of nonplastic fines on the liquefaction susceptibility of sands.
485
Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines
TL;DR: In this paper, a systematic laboratory investigation on the static behavior of silica sand containing various amounts of either plastic or nonplastic fines was performed using the environmental scanning electron microscope (ESEM).
223
Empirical correlation between spt n-value and relative density for sandy soils
Misko Cubrinovski,Kenji Ishihara +1 more
TL;DR: In this article, an attempt was made to correlate the penetration resistance and relative density by accounting for the grain size properties of soils, and the void ratio range (emax-emin) was used as a measure indicative of the grain sizes and grain size composition.
199