Results 31 to 40 of about 6,454 (165)
The liquefaction resistance of partially saturated soil was experimentally investigated for one clean sand and one silty sand collected from a site in Christchurch, in an area severely affected by liquefaction in the 2010–2011 Canterbury earthquakes.
Md Abdul Lahil Baki +4 more
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Evaluation of liquefaction resistance in chemically grouted sand using cyclic triaxial tests
Liquefaction induced by earthquakes poses a significant threat to infrastructure, particularly in loose sandy soils. Chemical grouting is a widely used countermeasure to enhance soil stability; however, its effectiveness under dynamic loading lacks ...
Khin Nyein Chan Kyaw +3 more
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The objective of this study was to investigate the liquefaction resistance of chemically improved sandy soils in a straightforward and accurate manner.
Yuxin Cong +3 more
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Improvement of liquefaction resistance and cyclic response of sandy soil by air injection method
Inducing partial saturation within the soil matrix has emerged as an effective approach to enhancing liquefaction resistance in fully saturated sands.
Rima Das, Kasinathan Muthukkumaran
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Calibration of Finn Model and UBCSAND Model for Simplified Liquefaction Analysis Procedures
Soil-liquefaction-related hazards can damage structures or lead to an extensive loss of life and property. Therefore, the stability and safety of structures against soil liquefaction are essential for evaluation in earthquake design.
Jui-Ching Chou +2 more
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LIQUEFACTION RESISTANCE OF GRANULATED COAL ASH
造粒石炭灰のさらなる利用用途の拡大を目指し,その一つである埋立材としての利用を想定し,その際に懸念される液状化に着目した.造粒石炭灰に対して非排水繰返し三軸試験を行い,その結果を自然砂の結果と比較することにより,繰返しせん断特性を明らかにすることを目的とした.その結果,造粒石炭灰の繰返しせん断強度曲線は,拘束圧の影響を受け,曲線が緩やかになるものの,自然砂の繰返しせん断強度曲線の上方に位置することがわかった.また,造粒石炭灰は顕著な粒子破砕を示すことが認められた.そして,圧密時に起こる粒子破砕は構造の安定化に寄与するため,高い繰返しせん断強度を発揮し,せん断時の粒子破砕は,軸ひずみの発生に寄与するため,繰返しせん断強度を低下させることが推察された.
YOSHIMOTO, Norimasa +5 more
openaire +2 more sources
Offshore wind power, as an efficient renewable energy source, is being vigorously developed nowadays. However, the liquefaction of marine sand due to earthquakes brings potential safety hazards to the wind turbine structures.
Fayun Liang +5 more
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On the prediction of liquefaction resistance of unsaturated sands
Abstract The increasing interest in the undrained cyclic behaviour of unsaturated soils is justified by the evidence of the beneficial effect of desaturation on liquefaction resistance and is thus strictly connected with the need to put forth sound tools to be used in the design of Induced Partial Saturation (IPS) interventions. IPS is still far from
Mele L., Flora A.
openaire +3 more sources
Liquefaction behaviour of aluminium and plastic rod assemblies using bi-axial apparatus with application of image analysis [PDF]
It has recently been shown that the overall deformation characteristics of granular materials during liquefaction seems to be governed by local void ratio characteristics.
Sukhumkitcharoen Rawiwan +3 more
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CFD-DEM simulation of microbially treated sands under undrained consolidated cyclic triaxial tests
The microbially induced calcite precipitation is a promising technology to improve ground, and the treated soil can be regarded as the structural one. In this study, firstly, based on the three-dimensional (3D) contact model for granulates incorporating ...
JIANG Ming-jing 1, 2, 3, 4, 5, SUN Ruo-han 1, 2, LI Tao 1, 2, YANG Tao 5, TAN Ya-fei-ou 5
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