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6 resultados encontrados.

Tipos de recurso: Libro electrónico Artículo Revista Tesis Capítulo
Búsqueda académica
In-situ tests and thermo-mechanical bearing characteristics of friction geothermal energy piles
Artículo
Acceso abierto Artículo DOAJ
LU Hong-wei 2, JIANG Gang 1, WANG Hao 1, HONG Xin 3, SHI Chun-le 4, GONG Hong-wei 5, LIU Wei-qing 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Geothermal energy pile is the new pile technology that combines the ground source heat pump technology and building pile foundation. Due to the pile as the heat transfer carrier of ground source heat pumps, the bearing c...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Influence of non-uniform distribution of fine soil on mechanical properties of coarse-grained soil
Artículo
Material complementario disponible Artículo DOAJ
LIU Jian-kun , YU Qian-mi , LIU Jing-yu , WANG Dong-yong · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to study the influence of non-uniform distribution of fine soil on mechanical properties of coarse-grained soil under freeze-thaw cycles, triaxial shear tests are conducted on different specimens with different ...
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.
Material complementario
Numerical simulation of hydro-mechanical behaviors of unsaturated soils under fully undrained conditions
Artículo
Acceso abierto Artículo DOAJ
LIU Wen-hua 1, 2, YANG Qing 2, TANG Xiao-wei 2, UZUOKA Ryosuke 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Volume changes take place during the fully undrained compression tests on unsaturated soils. It is more difficult to simulate the undrained mechanical behaviors of unsaturated soils than those of saturated soils. In this...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Atmosphere-plant-soil interactions: theories and mechanisms
Artículo
Acceso abierto Artículo DOAJ
Charles Wang-Wai Ng · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Plants are sophisticated and intelligent natural construction materials. They can be used for enhancing the stability of shallow soil slopes and minimizing surface erosion. It is evident that the use of plants can be low...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Numerical experiments of microscopic mechanism of inherent anisotropy for sand based on PFC2D
Artículo
Acceso abierto Artículo DOAJ
ZHANG Kun-yong 1, 2, LI Wei 1, 2, LUO Xing-jun 3, CHARKLEY Nai Frederick 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Through numerical simulation based on the particle flow method, DEM numerical test samples are generated in accordance with the results of laboratory tests on standard sand. Using gravity deposition modelling of irregula...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
The Phenomenon of Improving of Turbostrate Structure of Carbon Fibers during Dynamic Contact of Surfaces of Solid States
Artículo
Acceso abierto Artículo DOAJ
H. O. Sirenko et al · Vasyl Stefanyk Carpathian National University · 2017 · ISSN 1729-4428
The influence of chemo-mechanical activation of dispersed carbon fibers in their turbostrate and quasicrystalline structure in terms of modeling frictional contact has been researched. It has been shown that change of pa...
LCC TENDOlBoeXNpY3M~Idioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access