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LEAP-ASIA-2019 Centrifuge Test at NCU
Two centrifuge tests are performed at NCU under centrifugal acceleration field of 26g and 13g to validate the generalized scaling law for...
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LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA
This chapter describes the numerical simulations carried out at the University of Napoli Federico II in the framework of the LEAP-ASIA-2019...
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LEAP-ASIA-2019 Centrifuge Test at KAIST
Since Niigata and Alaska earthquakes in 1964, the dangers of liquefaction are well established, and research into liquefaction has been actively...
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Centrifuge Model Test on Bleeding of Fresh Concrete in Bored Piles
Bleeding in fresh concrete refers to the rise of excessive water as a result of sedimentation and consolidation of the aggregates. Moderate bleeding...
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LEAP-ASIA-2019 Centrifuge Test at University of California, Davis
For the LEAP-ASIA-2018 exercise, a centrifuge test was conducted in parallel at ten centrifuge facilities, including the University of California,...
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LEAP-ASIA-2019 Centrifuge Test at Kyoto University
The Liquefaction Experiments and Analysis Projects (LEAP) is an international collaborative project that aims to verify, validate, and quantify the...
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Investigation of Failure Behaviour of Soil Nailed Excavations under Surcharge by Centrifuge Model Test
A series of centrifuge tests were performed to evaluate surcharge effects on the behavior of nailed vertical excavations. The primary purpose was to...
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LEAP-ASIA-2019 Centrifuge Test at Ehime University
Three centrifuge tests were conducted at Ehime University for the LEAP-ASIA-2019 exercise. The experiment consisted of a submerged clean sand, with a...
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LEAP-ASIA-2019 Centrifuge Test Simulations of Liquefiable Slo** Ground
Numerical simulations of a liquefiable slo** ground for LEAP-ASIA-2019 centrifuge tests are presented. The simulations are performed using a...
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Centrifuge Model Test on Anti-dip Rock Slopes with Unequal Thicknesses Subjected to Flexural Toppling Failure
Flexural toppling failure of anti-dip rock slopes (ADRSs) with layers of equal thicknesses has been investigated by many researchers, however, in...
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Centrifuge Model Test Study on the Mutual Effect of Water Level Variation and Excavation on the Deformation and Failure of Slopes
The stability level and deformation characteristics of slopes are influenced by the mutual effect of various loads. Slopes often experience a...
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Centrifuge model tests on bearing behavior of lateral-loaded single pile in coral sand
In this study, centrifuge model tests were carried out to investigate the lateral response of single pile in coral sand foundation. The...
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Centrifuge Model Tests at Zhejiang University for LEAP-ASIA-2019
Two centrifuge models with the same target relative density (Dr = 65%) were conducted in different centrifugal acceleration (30 g for Model-A and...
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Centrifuge modeling test on reactivation of ancient landslide under sudden drop of reservoir water and rainfall
During the normal operation of the Huangdeng Hydropower Station's reservoir, many tensile cracks were observed on the surface of the bank slope below...
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Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads
Geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of railways to improve the natural weak foundation formed...
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Finite Element Simulation for Creep Behavior Actualized Before the Landslide Due to Groundwater Fluctuations Based on Centrifuge Model Test
Associated with increasing global warming, changes in groundwater levels due to extreme precipitation and melting glaciers have a significant impact...
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Centrifuge Model Test Study on the Behavior of a Tunnel Under the Neighboring Excavation
With the expansion of urban area, the excavations due to the construction of new tunnel cause deformation of the soil, and subsequently affect the...
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Static Loading Test of Soil-RC Pile System Using a Centrifuge Model
In the 2016 Kumamoto Earthquake, reported that the pile foundations of many buildings were damaged. Evaluating the elasto-plastic behaviour and...
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Centrifuge Modeling of Soil Liquefaction Triggering: 2017 Pohang Earthquake
Soil liquefaction by earthquake results in significant soil deformation and can cause substantial damage to infrastructure. Accordingly, there is a...
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Evaluation of the Behavior of Geogrid-Reinforced Soil Walls Subjected to Rainfall Through Centrifuge Model Tests
This paper employs centrifuge modeling to examine the response of geogrid-reinforced soil walls (GRSW) backfilled with low-permeable soils under...
