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7 results found.

Resource types: Print book E-book Article Journal Thesis Chapter
Academic search
Quantitative Methods in Economic Inequality: Analysis of Inequality in Puebla
E-book
E-book
Olivera Pérez, Emmanuel · Editorial Miguel Ángel Porrúa · 2021 · ISBN 9786075243597
Economic inequality is a social phenomenon with several facets, all of which are signifificant when it comes to multidimensional measurement. When income is used as the fundamental variable of analysis to measure economi...
Idioma English
Acceso institucional disponibleEl acceso puede requerir institución, suscripción, proxy, VPN o autenticación.
Institucional
Adaptive local iterative filtering: A promising technique for the analysis of nonstationary signals
Article
Article
Piersanti, M. et al · American Geophysical Union · 2017 · ISSN 1031-1046
Many real-life signals and, in particular, in the space physics domain, exhibit variations acrossdifferent temporal scales. Hence, their statistical momenta may depend on the time scale at which the signal is studied. To...
Idioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Back analysis of permeability coefficient of high core rockfill dam based on particle swarm optimization and support vector machine
Article
Article
NI Sha-sha , CHI Shi-chun · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
It is important to determine the seepage field parameters of high earth-rock-fill dam using the observed seepage data during operation period. For Nuozhadu core rockfill dam, the training samples are produced for saturat...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma English
El enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
FEM analysis of nonlinear mechanical behavior of fluid-solid coupling for soft clay foundation
Article
Article
QIN Hong-jun , CHEN Song · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Soft clay is influenced by the time-dependence of viscosity and consolidation as well as coupling effect of moisture. In order to study the effect of moisture content on soft clay foundation, by introducing the elastic-v...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma English
El enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
A journey around alpha and omega to estimate internal consistency reliability
Article
Article
Carme Viladrich et al · Servicio de Publicaciones de la Universidad de Murcia · 2017 · ISSN 0212-9728
Based on recent psychometric developments, this paper presents a conceptual and practical guide for estimating internal consistency reliability of measures obtained as item sum or mean. The internal consistency reliabili...
LCC TENDOlBzeWNob2xvZ3k~Idioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Deformation prediction of concrete face rockfill dams based on nonlinear dilatancy model
Article
Article
PAN Jia-jun 1, WANG Guan-qi 2, CHENG Zhan-lin 1, YU Ting 2, JIANG Ji-wei 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A simple and robust nonlinear dilatation constitutive model with clear mechanics concept is introduced, and the stiffness coefficient matrix of constitutive relationship is presented. A kind of coarsed-grained soil is co...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Three-dimension elastic-plastic damage constitutive model for intact rock
Article
Article
DU Xiu-li 1, HUANG Jing-qi 1,2, JIN Liu 1, ZHAO Mi 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on the concept of true stress and the strain equivalence hypothesis, a three-dimension elastic-plastic damage constitutive model for rock is established. Combining the nonlinear unified strength model as the yield ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
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