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7 resultados encontrados.

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Vibration of different types of tracks of subway in soft soil
Artículo
Acceso abierto Artículo DOAJ
Vibration of different types of tracks of subway in soft soil
DING Zhi1 , WANG Yong-an 2, GU Xiao-wei 3, HUANG Xiao-bin 3, WEI Xin-jiang 1, WEI Gang 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The settlement of subway tunnel due to the rail load after its construction has cause wide concern. But the report of dynamic characteristics of railroad considering uneven settlement has not been reported. Based on a su...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Biot’s consolidation with variables for influence of low-frequency vibration stimulation on radial flow in low-permeability developed reservoir
Artículo
Acceso abierto Artículo DOAJ
Biot’s consolidation with variables for influence of low-frequency vibration stimulation on radial flow in low-permeability developed reservoir
ZHENG Li-ming , PU Chun-sheng , LI Yue-jing , XU Jia-xiang , LIU Jing · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The low-frequency vibration stimulation technology can improve the seepage of fluid in low-permeability reservoir, which is rather deeper than that of the regular geotechnical formation. Few researches on the mechanisms ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Control of relative vibration between flexible appendages using passive and semi-active isolation
Artículo
Acceso abierto Artículo CONICET Digital
Control of relative vibration between flexible appendages using passive and semi-active isolation
Garrido, Carlos Hernán et al · Elsevier · 2017 · ISSN 0141-0296
Relative vibration between two flexible subsystems can be detrimental to the performance of many engineering applications, such as optics-based instruments, machine tools, or adjacent industrial structures sharing piping...
Idioma eng
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Dynamical characteristics of piles in liquefied soil under horizontal vibration
Artículo
Acceso abierto Artículo DOAJ
Dynamical characteristics of piles in liquefied soil under horizontal vibration
YU Jun , HE Yue , ZHANG Li , HUANG Juan , PAN Wei-bo · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
obvious influence on the failure strain than on the initial yield strain. The non-uniform distribution of fine soil has a more significant influence on the initial yield strain than on the failure strain. Key words: fi...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Experimental study on dynamic characteristics of structural soft clay under different vibration frequencies
Artículo
Material complementario disponible Artículo DOAJ
Experimental study on dynamic characteristics of structural soft clay under different vibration frequencies
Key Laboratory of Soft Soil Characteristics and Engineering Environment of Tianjin, Tianjin Chengjian University,Tianjin 300384, China · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To study the influence of frequency on the dynamic characteristics of structural soft clay, a series of dynamic triaxial tests based on the two kinds of waveforms and different vibration frequencies are performed. The re...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
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Failure criteria for soft clay subjected to frequencies under train loads
Artículo
Material complementario disponible Artículo DOAJ
Failure criteria for soft clay subjected to frequencies under train loads
WANG Xin 1,2, SHEN Yang 1, WANG Bao-guang 1, DU Wen-han 1, XU Hai-dong 1, WANG Qin-cheng 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The heart-shaped stress path can be caused by train loads in the foundation. The train load path has a more complicated influence on foundation soils when the effects of frequencies are considered. A serious of undrained...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
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Experimental study on influences of different loading frequencies on dynamic modulus and damping ratio
Artículo
Acceso abierto Artículo DOAJ
Experimental study on influences of different loading frequencies on dynamic modulus and damping ratio
LI Rui-shan , CHEN Long-wei , YUAN Xiao-ming , LI Cheng-cheng · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
There is not a consistent conclusion on the influences of loading frequency on dynamic modulus and damping ratio, and the quantitative results are few. Through a series of tests using the new cyclic triaxial (CT) divice ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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