Results 81 to 90 of about 22,606 (223)
Sedimentology, Volume 73, Issue 1, Page 103-122, January 2026.ABSTRACT The threshold of motion of bioclastic carbonate sediments is fundamental to understanding sediment dynamics in coral reef systems, while there are currently few studies on its prediction. In this study, laboratory experiments were conducted on five sediment beds composed of coral skeletal grains coarser than 2 mm, subjected to steady ...
Lilei Mao, Jiabo Li, Yoshimitsu Tajima
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Jurnal Teknik SipilLiquefaction is phenomenon of the loss of shear strength of saturated sandy soil. Liquefaction has become one of the primary concerns for Indonesia and the world, especially after the occurrence of liquefaction in Palu due to Palu-Donggala earthquake ...
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Journal of Marine Science and EngineeringLiquefaction and earthquake damage to coral sand sites can cause engineering structure failure. Both testing and analyzing the seismic response characteristics of pile groups on coral sand sites are highly important for the seismic design of engineering ...
Zhen Huang +5 more
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Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions [PDF]
, 2011 This paper reports findings from an experimental study that aimed to investigate the undrained behaviour of sand in non-symmetrical cyclic loading, and to clarify the role of initial static shear in liquefaction resistance.
Sze, HY, Yang, J
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Yantu gongcheng xuebaoSoil elements of slope are subjected to both initial shear stress and cyclic stress during seismic loading, and the directions of initial shear stress and cyclic stress are often different.
ZHANG Yingbin +5 more
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Cost-Savings of Implementing Site-Specific Ground Motion Response Analysis in Design of Mississippi Embayment Bridges [PDF]
, 2017 Deep dynamic site characterization and a site-specific ground motion response analysis (SSGMRA) were conducted for a bridge site in Monette, Arkansas.
Baker, Ethan Ryan Benton
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Evaluation of soil liquefaction from surface analysis [PDF]
, 2015 In this paper we describe how some techniques for estimating shallow shear wave velocity profilesobtainedfrommeasurementsofambient vibrations and from artificially generated waves can be used to assess sand liquefaction potential.
Aki +16 more
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Sand Liquefaction Through Volume Decrease Potential
Soils and Foundations, 1976 ABSTRACT Cyclic triaxial shear tests were performed on granular materials with a variety of grain sizes and uniformity coefficients to determine the effect of grain composition on the liquefaction potential of cohesionless soils. In place of the conventional measure of relative-density as a density index the difference between the current and minimum
Kenji Ishihara, Tadao Watanabe
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Yantu gongcheng xuebaoThe static cone penetration test (CPT) is an internationally used technique for potential evaluation of soil liquefaction in the world. The common method of CPT is based on the equivalent pure sand and only applicable to sand and low plastic fine-grained
DUAN Wei 1, 4, ZHAO Zening 2, CAI Guojun 3, 4, 2, LIU Songyu 2, ZHANG Xidong 1, DONG Xiaoqiang 1
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Model Prediction of Static Liquefaction: Influence of the Initial State on Potential Instabilities [PDF]
, 2011 This paper examines the influence of the initial state of sands on the potential for undrained instability. The main goal is to illustrate how advanced constitutive modeling of sand behavior can be used to evaluate the susceptibility for static ...
Buscarnera, Giuseppe, Whittle, Andrew
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