2011
DOI: 10.1016/j.soildyn.2010.12.014
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Assessment of silty sand liquefaction potential using hollow torsional tests—An energy approach

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Cited by 62 publications
(26 citation statements)
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“…A decrease in the excess pore water pressure under higher relative density condition can be seen. Baziar and Sharafi (2011) and Jafarian et al (2012) showed the same result. …”
Section: Effect Of Relative Density and Accumulated Shear Strain Durisupporting
confidence: 60%
“…A decrease in the excess pore water pressure under higher relative density condition can be seen. Baziar and Sharafi (2011) and Jafarian et al (2012) showed the same result. …”
Section: Effect Of Relative Density and Accumulated Shear Strain Durisupporting
confidence: 60%
“…Using a hollow cylinder torsional apparatus to study the liquefaction characteristics of sand is also found in previous studies (e. g., [17][18][19][20][21][22][23]). However, few reports note using a hollow cylinder torsional apparatus to study the pre-shear effect on the liquefaction resistance of sand.…”
Section: Introductionmentioning
confidence: 58%
“…This silica sand, which is classi ed as SP in the USCS, is a commercial arti cially crushed sand with sub-angular to angular grains and is completely well-known and documented in the academic research of Iran (e.g., [20][21][22][23][24][25][26][27][28][29]). Physical properties of the base soil are presented in Table 1 and the grain size distribution curve is shown in Figure 1.…”
Section: Methodsmentioning
confidence: 99%
“…Such studies mostly focus on the rotation of principal stresses ( parameter) and intermediate principal stress parameter (b) (e.g. Vaid et al [17], Yoshimine et al [18], Yang et al [19], Bahadori et al [20], Kumruzzaman and Yin [21], Sivathayalan et al [22], Baziar and Shara [23], Baziar et al [24], Jafarian et al [25], and Keyhani and Haeri [26]). Considering that the studies on cemented sands have mostly been limited to triaxial and direct shear devices, evaluation of the arti cially cemented sand behavior in more sophisticated apparatuses, such as HCA, capable of simulating anisotropy in a wide range of values would be signi cant as it demonstrates the e ect of added cement on the anisotropic mechanical behavior of the base soil.…”
Section: Introductionmentioning
confidence: 99%