1. Effects of gravel content on liquefaction resistance and its assessment considering deformation characteristics in gravel--mixed sand
- Author
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Toyota, Hirofumi and Takada, Susumu
- Subjects
Earth sciences - Abstract
Many reports describe overestimation of liquefaction resistance based on sounding data related to ground materials containing coarse particles such as gravel and cobbles. Better methods of liquefaction potential estimation must be developed using investigation data other than those from sounding. Gathering perfect and undisturbed samples is difficult, but using seismic methods such as PS logging might be effective for assessing liquefaction potential. For this study, bender element (BE) tests and local small strain (LSS) tests were conducted, respectively, to measure the dynamic and static shear moduli of gravel--mixed sand specimens. Subsequently, relations between liquefaction strength and secant shear moduli were examined to provide reliable estimation of liquefaction in gravel--mixed sand. Although the liquefaction resistance increased considerably with overconsolidation, the initial shear modulus exhibited only a slight change with the same overconsolidation. The experimentally obtained results elucidated that the important shear strain level, for which secant shear modulus has a strong relation with liquefaction strength, was not a linear elastic region of 0.001%: it was about 0.01%. Key words: bender element test, cyclic triaxial test, deformation characteristic, gravel content, liquefaction, overconsolidation, sand. De nombreux rapports decrivent une surestimation de la resistance a la liquefaction basee sur des donnees de sondage relatives a des materiaux broyes contenant des particules grossieres telles que du gravier et des galets. De meilleures methodes d'estimation du potentiel de liquefaction doivent etre developpees a l'aide de donnees d'enquete autres que celles obtenues par sondage. Il est difficile de collecter des echantillons parfaits et non perturbes, mais l'utilisation de methodes sismiques telles que <> peut s'averer efficace pour evaluer le potentiel de liquefaction. Pour cette etude, des essais d'elements piezoceramiques (<>) et des essais de petites deformations locales (<>) ont ete realises, respectivement, pour mesurer les modules de cisaillement dynamique et statique d'echantillons de sable melange a du gravier. Ensuite, les relations entre la resistance a la liquefaction et les modules de cisaillement secant ont ete examinees afin de fournir une estimation fiable de la liquefaction dans du sable melange avec du gravier. Bien que la resistance a la liquefaction augmente considerablement avec la surconsolidation, le module de cisaillement initial ne presente qu'un leger changement avec la meme surconsolidation. Les resultats obtenus experimentalement ont permis de comprendre que le niveau de contrainte de cisaillement important, pour lequel le module de cisaillement secant a une relation etroite avec la resistance a la liquefaction, n'etait pas une region elastique lineaire de 0,001% : il etait d'environ 0,01%. [Traduit par la Redaction] Mots-cles : essais d'elements piezoceramiques, essais triaxiaux cycliques, caracteristique de deformation, teneur en gravier, liquefaction, surconsolidation, sable., Introduction Measurements of soil properties in the ground must be taken to estimate the safety factor of liquefaction, as defined by the ratio between the cyclic resistance ratio (CRR) against [...]
- Published
- 2019
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