Results 221 to 230 of about 32,504 (278)

Development of liquefaction resistance performance technology using biopolymer

Japanese Geotechnical Society Special Publication
Chaewoon Jang, Jongwon Jung
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Correlation between clay activity and dynamic properties of intact loess: evidence from microstructure and water-retention capacity. [PDF]

Sci Rep
Ding J, Zhao X, Niu S, Wang S.
europepmc   +1 more source

Monitoring Fractionation in Elastic Tissues Using High Frame-Rate Doppler Ultrasound. [PDF]

Ultrasound Med Biol
Elliott J, Simon JC.
europepmc   +1 more source

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Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre

Geotextiles and Geomembranes, 2022
Abstract The present study provides an insight into the effect of recycled carpet fibre on the mechanical response of clean sand as backfill material subjected to monotonic loading and cyclic loading as well as post-liquefaction resistance of both unreinforced and carpet fibre reinforced soils.
Habib Rasouli, Behzad Fatahi
openaire   +1 more source

Liquefaction Resistance of Biocemented Loess Soil

Journal of Geotechnical and Geoenvironmental Engineering, 2021
AbstractMicrobially induced calcite precipitation (MICP) is currently appraised to improve sandy soils, but only a few studies use it to solidify loess soil.
Xiaohao Sun, Linchang Miao, Runfa Chen, Hengxing Wang, Linyu Wu, Jinxin Xia   +5 more
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Liquefaction Resistance of Thickened Tailings

Journal of Geotechnical Engineering, 1985
A new method is presented for analysis of the potential for triggering liquefaction, i.e., a flow slide, in liquefiable soil masses. The method is based on the principle of steady state deformation. In conventional mine tailings disposal operations, the tailings are pumped as a water suspension into extensive flat containment ponds.
Steve J. Poulos, Eli I. Robinsky, Thomas O. Keller   +2 more
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Re‐assessing liquefaction resistance curves

Batiment International, Building Research and Practice, 1987
A major part of the US‐Japan Co‐operation Programme concerns earthquake research; results are presented here of a study of field practices in those countries and elsewhere of the Standard Penetration Test, in which the equipment and procedures used led to anomalies in energy ratios and N‐values.
Riley N. Chung, H. Bolton Seed, A. G. Franklin, J. A. Farrar   +3 more
openaire   +1 more source

Re-liquefaction resistance of lightly cemented sands

Canadian Geotechnical Journal, 2022
The re-liquefaction resistance of cemented sands under multiple liquefaction events such as pre-shock, main-shock, and after-shock earthquakes is a complex phenomenon because the response may alter due to bond breakage. A series of multistage liquefaction–re-consolidation soil element tests under undrained stress-controlled cyclic loading condition ...
Habib Rasouli, Behzad Fatahi, Sanjay Nimbalkar   +2 more
openaire   +1 more source