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120 resultados encontrados.

Tipos de recurso: Libro electrónico Artículo Revista Tesis Capítulo
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Dynamical characteristics of piles in liquefied soil under horizontal vibration
Artículo
Acceso abierto Artículo DOAJ
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
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Effect of bedrock terrain on seismic ground motion
Artículo
Material complementario disponible Artículo DOAJ
LI Xiao-bo , BO Jing-shan , WANG Xin , WAN Wei · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on theoretical analysis, the spectral element method is used to study the effect of bedrock terrain on ground motion. The achievements are as follows: (1) The intensity of bedrock ground motion is related to bedroc...
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
Effects of corrosion on bearing capacity of steel pile foundation in acidic soil
Artículo
Acceso abierto Artículo DOAJ
WANG Feng-chi , GAO Huan , FENG Xu-ning , LIU Tian-tian · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Soil acidity is one of the reasons for corrosion of steel piles. The material deterioration of steel pile foundation served in the acidic soil will affect the safety and durability of pile foundation. In order to underst...
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
Effects of saturation on free-field responses of site due to plane P-wave incidence
Artículo
Acceso abierto Artículo DOAJ
LI Wei-hua 1, ZHENG Jie 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The property of the soil in free field is an important influencing factor for the free field seismic response. In the existing studies the soil at local site is supposed to be the single-phase medium or saturated porous ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Experimental study on residual strength and index of shear strength characteristics of different clay soils
Artículo
Acceso abierto Artículo DOAJ
XU Cheng-shun , WANG Xin , DU Xiu-li , DAI Fu-chu , WANG Guo-sheng , GAO Yan · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Using the ring shear apparatus, the variation rules of residual strength of 17 saturated claysoil samples with different plasticity indices under different consolidation conditions are studied. The influences of current ...
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
Experimental study on self-weight consolidation behavior of hydraulically dredged slurries
Artículo
Acceso abierto Artículo DOAJ
WANG Liang 1, 2, HUANG Ying-hao 3, ZHANG Chun-lei 4, LI Lei 5, JIA Hou-lei 1, LI Ting 1, 4, XIE Jian 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The large-strain self-weight consolidation theory is widely used for the design of dredged material disposal sites and the treatment of hydraulically dredged slurries in the disposal sites. The self-weight consolidation ...
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
FEM -IBIEM coupled method for simulating scattering of seismic waves by 3-D complex local site
Artículo
Acceso abierto Artículo DOAJ
LIU Zhong-xian 1, HUANG Lei 1, LIANG Jian-wen 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A hybrid technique, FEM-IBIEM is developed for studying the scattering of seismic waves by a 3-D complex local site. The indirect boundary integral equation method (IBIEM) adopts the dynamic Green's functions of concentr...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Hydration process and rheological properties of SJP cement paste
Artículo
Material complementario disponible Artículo DOAJ
PEI Xiang-jun 1, ZHANG Jia-xing 1, WANG Wen-chen 1, YANG Fu-tian 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Qwing to that the common cement paste used in the complex soil strata with wide steep seams and loose space cannot fill firmly and run along the gaps, a new type of SJP cement paste is developed, which has great initial ...
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
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
Interaction between offset parallel cracks in rock
Artículo
Acceso abierto Artículo DOAJ
ZHU Di-jie 1, CHEN Zhong-hui 1, XI Jing-yi 2, YANG Deng-feng 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The interaction of cracks with different locations and sizes is a key factor leading to the damage of rock. Based on the Kachanov method, the interaction rules between two offset parallel cracks with different level inte...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Laboratory steady state flow tests on multidimensional recharge well with filter layer
Artículo
Material complementario disponible Artículo DOAJ
LI Wang-lin 1, YIN Zhi-yuan 2, LIU Zhan-lei 3, WEI Peng-kun 1, HE Jia-peng 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The recharge well with filter layer is a common device using for recharging groundwater on the Jiaodong Peninsula in Shandong Province of China, and composed of recharge well and pool. By analyzing the problems of the ex...
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
Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level
Artículo
Acceso abierto Artículo DOAJ
LI Zhuo 1, 2, 3, HE Yong-jun 1, 2, SHENG Jin-bao 1, 2, 3, LI Hong-en 1, 2, LI Zheng 1, 2, YANG Yang 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
According to the landslide characteristics of the slope of the reservoir bank of Longjiang Hydropower Station in Yunnan Province, laboratory tests are conducted to investigate the characteristics of the landslide under t...
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
Limit analysis of reinforced slopes with prestressed anchor cables considering energy dissipation due to deformation of inner friction
Artículo
Acceso abierto Artículo DOAJ
XIA Yuan-you , CHEN Chun-shu · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
According to deformable coordination condition, the sliding soil mass will deform to adapt to the curve of logarithmic spiral which will lead to energy dissipation. To quantify this energy dissipation, two multi-blocks p...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Microscopic pores of filter membranes and permeability during chamber opening under high pressure in slurry shield
Artículo
Acceso abierto Artículo DOAJ
ZHANG Ning 1, 2, ZHU Wei 1, 2, MIN Fan-lu 1, 2, XU Jing-bo 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Good air tightness of filter membranes is necessary for opening excavation chamber under high pressure. To improve the value of air tightness, one should understand the pore structure and permeability change of filter me...
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
Numerical model for jacking force based on pipe-soil contact characteristics
Artículo
Material complementario disponible Artículo DOAJ
ZHANG Peng , MA Bao-song , ZENG Cong , TAN Li-xin · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Jacking force is one of the crucial parameters to decide design of pipe structure, selection of pipe jacking meachines and design of shaft structure for jacking projects. In order to more accurately calculate the jacking...
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 model for jointed rock mass in particle flow code and its application
Artículo
Acceso abierto Artículo DOAJ
JIN Ai-bing 1, LIU Gang 1, YANG Zhen-wei 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To simulate the joint network around mining tunnels and to conduct the stability analysis of tunnels in jointed rock mass, a numerical model for jointed rock mass containing particle flow block model, original joint netw...
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 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
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Open Access
Probabilistic back analysis of slope failure considering spatial variability of soil properties
Artículo
Acceso abierto Artículo DOAJ
JIANG Shui-hua , WEI Bo-wen , HUANG Jin-song · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The statistics of uncertain rock and soil parameters can be updated with the information from different sources such as in-situ measurements and field observations via probabilistic back analysis, which can be further us...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Seismic behaviors and design recommendations of ecological bag-reinforced retaining wall
Artículo
Material complementario disponible Artículo DOAJ
ZHU Hong-wei 1, YAO Ling-kan 2, CHEN Xiao-long 3, XIANG Qin 4 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to study the earthquake seismic behaviors of ecological bags-reinforced wall, the large-scale shaking table model tests are performed. It is shown that the frequency decreases and the damping ratio increases wit...
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
Stability analysis of reinforced soil slopes based on observation of reinforcement-effected strip
Artículo
Acceso abierto Artículo DOAJ
HU You-chang 1, JIN Shao-wei 1, SONG Liang 2, MAO Ai-min 2, LIU Jie 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to observe the effected strip of geogrid-reinforcement, a series of geogrid pull-out tests are conducted in a test box which has one Plexiglas wall, applied 4 different vertical pressures on each specimen prepar...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Time-dependent bearing capacity of jacked piles in K0 consolidated clay based on CPTU tests
Artículo
Material complementario disponible Artículo DOAJ
LI Jing-pei 1, 2, LI Lin 1,2, SUN De-an 3, GONG Wei-bing 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on the SMP criterion-based K0 consolidated anisotropic Cam-clay model, an analytical solution to cylindrical cavity expansion for pile installation is derived. This solution incorporates the effects of the initial ...
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
Mechanics and Advanced Technologies
Artículo
Acceso abierto Artículo DOAJ
National Technical University of Ukraine "Igor Sikorsky Kyiv Polytechnic Institute"; Ukraine · ISSN 2521-1943
Materias / palabras clave: machinebuilding, mechanics, mechanical engineering, modern technology; Technology: Engineering (General). Civil engineering (General): Mechanics of engineering. Applied mechanics
Idioma Ukrainian, English
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Open Access
Journal of Rock Mechanics and Geotechnical Engineering
Artículo
Acceso abierto Artículo DOAJ
Elsevier; Netherlands · ISSN 1674-7755
Materias / palabras clave: rock mechanics, geotechnical engineering, soil mechanics and foundation engineering, civil engineering, mining engineering; Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechan...
Idioma English
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access