Results 31 to 40 of about 1,590,241 (290)

Centrifuge modelling of piled embankments [PDF]

open access: yes, 2008
It is becoming increasingly necessary to construct on land that was previously considered inappropriate for construction, such as soft clay. The properties of soft clay make it highly compressible and low in shear strength, meaning that bearing capacity failure and excessive settlement are of concern.
E Ellis, R Aslam
  +6 more sources

Multi-stratigraphic centrifugal model test method for determination of self-weight collapsible deformation of loess

open access: yesYantu gongcheng xuebao, 2020
The self-weight collapsible deformation of loess is harmful to the upper buildings. The existing indoor collapsibility and on-site water immersion test method for loess are difficult to satisfy the requirements of the project construction in terms of the
MI Wen-jing 1, 2, ZHANG Ai-jun 1, LIU Zhen-hong 3, LIU Hong-tai 3
doaj   +1 more source

Coastal revetment stability incorporating geotextile tubes: A centrifuge modelling study [PDF]

open access: yesE3S Web of Conferences
Stability and resilience of coastal protection infrastructure subjected to wave action is a critical consideration for long term stability of the coastal environment with climate change effects.
Tang Chuanjin   +4 more
doaj   +1 more source

Centrifuge modelling of unsaturated slopes subjected to the integrated effect of groundwater and rainfall infiltration [PDF]

open access: yesE3S Web of Conferences, 2023
The stability of unsaturated soil slopes is comprehensively discussed with the rainfall characteristics. However, pre-existing groundwater table is also common in many tropical mountainous regions. Additionally, perched water table could be generated due
Jayakody S.H.S.   +2 more
doaj   +1 more source

Generalized centrifugal-force model for pedestrian dynamics [PDF]

open access: yesPhysical Review E, 2010
A spatially continuous force-based model for simulating pedestrian dynamics is introduced which includes an elliptical volume exclusion of pedestrians. We discuss the phenomena of oscillations and overlapping which occur for certain choices of the forces.
Chraibi, M.   +2 more
openaire   +4 more sources

Geosynthetic overlap for reinforced piled embankment: Centrifuge modelling [PDF]

open access: yesE3S Web of Conferences
The overlap of two geosynthetic strips, located at the base of the granular load transfer platform and above rigid inclusions, is being studied on small-scale instrumented models using the moving tray device in the geotechnical centrifuge at the ...
Thorel Luc   +3 more
doaj   +1 more source

Centrifuge modelling of cone penetration tests in layered soils [PDF]

open access: yes, 2015
Penetration problems are important in many areas of geotechnical engineering, such as the prediction of pile capacity and interpretation of in situ test data.
Yu, H-S   +5 more
core   +1 more source

Centrifuge Modelling of Vertical and Horizontal Drains to Mitigate Earthquake-Induced Liquefaction

open access: yesGeosciences, 2023
This paper reports the results of dynamic centrifuge tests carried out on sandy models alternatively equipped with vertical or horizontal drains.
Daniela Giretti, Vincenzo Fioravante
doaj   +1 more source

Dynamic centrifuge modelling tests on seismic response of super-high core dams

open access: yesYantu gongcheng xuebao, 2022
In order to study the seismic behaviors of a super-high core dam under design seismic intensity, 4 dynamic centrifuge modelling tests are carried out. The models have the same scale and different centrifugal accelerations. Thus, the acceleration response,
ZHAN Zheng-gang 1, HAN Chao-jun 1, 2, GU Xing-wen 3, 4, REN Guo-feng 3, 4, WANG Nian-xiang 3, 4
doaj   +1 more source

Scaling laws for centrifuge modelling of explosion-induced cratering in sand

open access: yesYantu gongcheng xuebao
There are shortcomings in generality and applicability for the traditional crater scaling laws, and the Coriolis effects on explosion cratering in centrifuge tests are still unclear.
GUAN Longhua 1, LU Qiang 3, ZHAO Fengkui 1, 2, ZHANG Dezhi 3, WANG Yubing 1, 2
doaj   +1 more source

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