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120 resultados encontrados.

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Crack propagation and roadway control of fractured rock mass with cut seam blasting
Artículo
Acceso abierto Artículo DOAJ
LIN Zhiqiang et al · Emergency Management Press · 2026 · ISSN 2096-2193
In underground mining and tunneling projects, directional fracture-controlled blasting is critical for precise tunnel formation and reducing over- and under-excavation. However, the presence of well-developed joints in r...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Experimental study on bearing capacity of soft rock of Changsha International Finance Centre
Artículo
Acceso abierto Artículo DOAJ
PENG Bai-xing 1, JIN Fei 2, WANG Xing-hua 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Changsha International Finance Center, the highest building under construction in Central China, is 452 meters high with structure of 93 ground layers and 5 underground layers and an embedded foundation depth of 42 meter...
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 seepage characteristics of rock-like materials with consecutive and filling fractures
Artículo
Acceso abierto Artículo DOAJ
ZHAO Kai 1, WANG Huan-ling 1, XU Wei-ya 2, XIA Ji 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
3D printing is used to produce different permeability structural surfaces, and rock-like samples are poured by moulds. The tests on permeability of rock-like samples with consecutive and filling fractures are carried out...
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
3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm
Artículo
Material complementario disponible Artículo DOAJ
LIU Zheng-yu , LI Shu-cai , LIU Bin , FAN Ke-rui , NIE Li-chao , ZHANG Xin-xin · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Aiming at improving the inversion quality of anomalies near the electrodes in boreholes, which has been a large issue interfering in the three-dimensional (3D) cross-hole electrical resistivity tomography (ERT), an inver...
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
Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station
Artículo
Material complementario disponible Artículo DOAJ
LIU Lian-jia , ZHAO Qi-hua , HAN Gang · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
There is a series of symmetric deep-seated cracks (DSC) in the abutment slope of Yebatan Hydropower Station. The special geological phenomenon is analyzed to provide a scientific basis for a comprehensive analysis on roc...
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
Filed model tests on bearing behavior of mudstone tunnel anchorage
Artículo
Acceso abierto Artículo DOAJ
LIU Xin-rong 1, 3, LI Dong-liang 1,3, , WU Xiang-chao 1, 2, 3, LI Wei-shu 2, ZHANG Rui1, 3, FU Yan 4 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To study the deformation, failure and long-term stability of soft surrounding rock (mudstone) tunnel anchorage under heavy loads, the Changjiang River Bridge under construction is taken as an example, in which 1∶30 red...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Research and numerical simulation on dynamic tensile instability evolution mechanism of coal under different impact velocities
Artículo
Acceso abierto Artículo DOAJ
ZHANG Tong et al · Emergency Management Press · 2026 · ISSN 2096-2193
Understanding the strain-damage-energy dissipation mechanisms and evolution characteristics of deep coal and rock under impact loading is of great significance for the prevention and control of rockbursts. In this study,...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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Open Access
Analytical solutions to micro-bond model for particles considering width and thickness of bond
Artículo
Acceso abierto Artículo DOAJ
WANG Hua-ning 1, 2, GONG Hao 2, LI Fu-gen 2, JIANG Ming-jing 1, 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In the DEM simulation of mechanical response of methane hydrate or weathered rock, the real shape and size of inter-particle bond significantly affect the macro-mechanical properties of the materials, therefore it is nec...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
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
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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Open Access
Comparative tests on strength and deformation of phyllite of northern tunnels of Longmen Mountains
Artículo
Acceso abierto Artículo DOAJ
WU Yong-sheng 1, TAN Zhong-sheng 1, YU Xian-bin 2, YU Yu 3, LI Lei 1, GUO Xiao-long 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The experimental tests are carried out on the strength and deformation characteristics of four typical rock samples of phyllite taken from the northern tunnels of Longmen Mountains of the Chengdou-Lanzhou Railway. The re...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Coupling criteria and precursor identification characteristics of multi-band acoustic emission of gritstone fracture under uniaxial compression
Artículo
Acceso abierto Artículo DOAJ
ZENG Peng 1, LIU Yang-jun 2, JI Hong-guang 1 , LI Cheng-jiang 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to obtain the criteria and precursor characteristics of critical rock fracture, laboratory experiments on the characteristics of acoustic emission (AE) of gritstone specimens under uniaxial compression are carri...
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
Deep-hole directional blasting for roof cutting and pressure relief in coal mines and its applications
Artículo
Acceso abierto Artículo DOAJ
ZHANG Zhaoran et al · Emergency Management Press · 2026 · ISSN 2096-2193
This study proposes a deep-hole directional blasting technology based on polymer energy charge packages for roof cutting and pressure relief as a solution to difficult roadway support and poor stability of coal pillars d...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Design and verification of intelligent temperature monitoring and cooling system for high-temperature fire area
Artículo
Acceso abierto Artículo DOAJ
LIU Lijie et al · Emergency Management Press · 2026 · ISSN 2096-2193
In response to the existing problems in the temperature monitoring of boreholes in high-temperature fire areas of open-pit coal mines, this study proposed an intelligent temperature monitoring and early warning system by...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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Open Access
Development and application of model test system for inrush of water and mud of tunnel in fault rupture zone
Artículo
Material complementario disponible Artículo DOAJ
ZHANG Qing-song , WANG De-ming , LI Shu-cai , ZHANG Xiao , TAN Ying-hua , WANG Kai · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to study disaster evolutionary process and failure characteristics of Yonglian tunnel of Ji'an-Lianhua highway under the effect of disturbance, taking F2 fault fracture zone as the research object, a large-scale...
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
Experimental study on the evolution characteristics of one-dimensional stress spallation in gray sandstone
Artículo
Acceso abierto Artículo DOAJ
YUN Xiaopeng et al · Emergency Management Press · 2026 · ISSN 2096-2193
This study investigates the tensile mechanical properties of gray sandstone under dynamic impact. Drawing on the one-dimensional stress wave theory, we conducted a one-dimensional spallation experiment using a 50 mm diam...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Experimental study on the propagation behavior of multiple directional cracks under delay blasting
Artículo
Acceso abierto Artículo DOAJ
GUO Dongming et al · Emergency Management Press · 2026 · ISSN 2096-2193
Refined delay blasting using digital electronic detonators has been widely used in rock breaking engineering, where notched borehole could control the direction of explosion-induced crack propagation. This study investig...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
FEM analysis of nonlinear mechanical behavior of fluid-solid coupling for soft clay foundation
Artículo
Material complementario disponible Artículo DOAJ
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 eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
Failure and energy dissipation patterns of tuff under impact loads
Artículo
Acceso abierto Artículo DOAJ
CUI Guangjiu et al · Emergency Management Press · 2026 · ISSN 2096-2193
This study investigates the failure and energy dissipation patterns of tuff under impact loads with varying occurrence conditions in Dahongshan Copper Mine through Split Hopkinson pressure bar (SHPB) tests, digital image...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
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Open Access
Fine characterization of spatial pore structure of Nanjing silty sand using micro-CT
Artículo
Material complementario disponible Artículo DOAJ
ZHANG Wei , LIANG Xiao-long , TANG Xin-yu , SHI Bin , XU Yan-da , XIAO Rui · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Pore structure is the index reflecting the nature of the physical and mechanical properties of the soil. The resolution scale of the traditional medical CT is not high enough to identify the single grain or pore characte...
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
Inter-row delay time optimization and vibration control in blasting caving of insulating pillar based on the HJC constitutive model
Artículo
Acceso abierto Artículo DOAJ
FEI Honglu et al · Emergency Management Press · 2026 · ISSN 2096-2193
When using the blasting caving method to treat goaf, the collapsing ore and rock can cause shock disturbances to the roof of the lower stope, which may lead to stability risks. This study takes the goaf treatment project...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground construction; TENDOk1pbmluZyBlbmdpbmVlcmluZy4gTWV0YIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Laboratory and numerical experiments on pressure relief mechanism of large-diameter boreholes
Artículo
Acceso abierto Artículo DOAJ
JIA Chuan-yang 1,2, JIANG Yu-jing 1, ZHANG Xue-peng 1,3, WANG Dong 1, LUAN Heng-jie 1, WANG Chang-sheng 1,3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The technology of borehole pressure relief is an effective way to reduce the elastic energy accumulation in the surrounding rock of roadways, which can reduce the risk of regional rock bursts. Therefore, the studies on t...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Limit analysis solution of dynamic Brazilian tests
Artículo
Acceso abierto Artículo DOAJ
YANG Ren-shu 1,2, CHEN Jun 1, LIU Dian-shu 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
By using the limit analysis upper bound theorem, the elastic solution of dynamic Brazilian tests is optimized. Considering the effects of the radially angled cracks caused by the high-speed impact at contact points of th...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Model tests on bearing characteristics of basalt fiber-reinforced concrete tunnel linings
Artículo
Acceso abierto Artículo DOAJ
CUI Guang-yao 1, WANG Dao-yuan 2,3,4, NI Song-zhi 1, ZHU Chang-an 5, YUAN Jin-xiu 2, ZHOU Ji-min 6 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Basalt fiber is a kind of inorganic material, which is effective and environmentally friendly. Basalt fiber concrete has important mechanical advantages to control the deformation of soft rock tunnels because it has func...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Model tests on seepage and rules of coal mining under water
Artículo
Acceso abierto Artículo DOAJ
YANG Ling-qiang 1, WANG Yan 2, MA Jing 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on the test principles of geological mechanics model and engineering geological and hydrogeological conditions of Nansi Lake, 12 geological mechanics model are established. By simulating the coal mining under the l...
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