Results 81 to 90 of about 1,687 (187)
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
ISHIHARA, KENJI, WATANABE, TADAO
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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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Liquefaction Process of Sand During Cyclic Loading
Soils and Foundations, 1972 ABSTRACT Both quick cyclic and slow cyclic shear tests are performed on saturated sand to investigate the process of liquefaction under the condition of constant mean principal stress. Special tests with varying amplitude of cyclic shear stress are also performed to estimate the change in excess pore water pressure during irregular cyclic loading ...
SHIBATA, TORU +2 more
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Rudarsko-geološko-naftni Zbornik, 2007 During the Great Zagreb's earthquake in 1880 consequences of the liquefaction have been detected at six sites in the vicinity of Zagreb as the occurrence of sand boils.
Želimir Veinović +2 more
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Compaction and Liquefaction of a Sandy Layer: Simulation of Shaking Table Experiments
Archives of Civil Engineering, 2013 This paper presents numerical simulations of the behavior of a sandy layer subjected to a cyclic horizontal acceleration in shaking table tests, with a particular attention focused on the settlements of a dry sand layer, and on the liquefaction of ...
Sawicki A., Świdziński W.
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Prediction of Liquefaction in Sand Deposits during Earthquakes
Soils and Foundations, 1976 A previously developed method for computing the progressive rise of pore pressures in saturated sands subjected to cyclic loading has been adjusted to fit data obtained from triaxial torsion tests. Also, the method has been incorporated into a computer code for the computation of pore pressures based on shear stresses obtained from an independent ...
ISHIHARA, KENJI +3 more
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Underground SpaceLarge deformation of sand due to soil liquefaction is a major cause for seismic damage. In this study, the mechanisms and modeling of large post-liquefaction deformation of sand considering the significant influence of water absorption in shearing and ...
Jian-Min Zhang, Rui Wang
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Yantu gongcheng xuebaoReasonable evaluation of the property evolution of saturated sand during liquefaction and the dynamic response under cyclic loading is the key to solve the problem of large deformation of liquefied sand.
WANG Zhihua 1, 2, JI Zhanpeng 1, 2, YI Ruibo 1, 2, ZHANG Xinlei 1, 2, GAO Hongmei 1, 2, LIU Lu 1, 2
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Liquefaction resistance of MICP-treated calcareous sand with different particle size and gradation
BiogeotechnicsCalcareous sand is a type of marine soil with the poor engineering performance and a high potential of liquefaction under seismic or wave action. To address this issue, microbially induced calcium carbonate precipitation (MICP), an eco-friendly bio ...
Yi Shan +5 more
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Yantu gongcheng xuebaoIn the construction process of reef islands in the South China Sea, the upper reclamation foundation materials exist in the form of a combination of large calcareous gravels and small calcareous sand mixed in random proportions.
WU Yang 1, WU Yihang 1, 2, MA Linjian 3, CUI Jie 1, LIU Jiankun 2, DAI Beibing 2
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