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Analytical study on exit gradient at base aquitard of deep excavations under dynamic artesian water
Artículo
Acceso abierto Artículo DOAJ
Analytical study on exit gradient at base aquitard of deep excavations under dynamic artesian water
ZHANG Li-sha 1, 2, YING Hong-wei 1,2, XIE Kang-he 1, 2, WANG Xiao-gang 1, 2, ZHU Cheng-wei 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on one - dimensional leaky model for base aquitard of deep excavations, analytical solutions for the excess pore water pressure induced by variation of artesian water head and the corresponding exit gradients in th...
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
Disponible en línea Ficha bibliográfica
Discussions on elastic parameters of soil for land subsidence caused by decompression of confined aquifer in deep excavation
Artículo
Acceso abierto Artículo DOAJ
Discussions on elastic parameters of soil for land subsidence caused by decompression of confined aquifer in deep excavation
LIANG Fa-yun , JIA Ya-jie , DENG Hang , YAO Xiao-qing · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The relationships among the soil shear modulusobtained by oedometer tests, by pumping tests and the initial shear modulusof hardening soil small (HSS) model for soft soil under sensitive circumstance in Shanghai and Tia...
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
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Monitoring and analysis of influence of excavations on adjacent metro structures in soft soils
Artículo
Acceso abierto Artículo DOAJ
Monitoring and analysis of influence of excavations on adjacent metro structures in soft soils
ZHANG Li-ming , ZHU Gan-ping , ZHENG Xi-yu , YANG Zhen-dan · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on a large-scale excavation adjacent to metro line, the design and construction schemes and monitoring data of metro structures during construction are analyzed. Some conclusions are drawn as follows: the movement ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
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Crack propagation and roadway control of fractured rock mass with cut seam blasting
Artículo
Acceso abierto Artículo DOAJ
Crack propagation and roadway control of fractured rock mass with cut seam blasting
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.
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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
Development and application of model test system for inrush of water and mud of tunnel in fault rupture zone
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
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Numerical model for jacking force based on pipe-soil contact characteristics
Artículo
Material complementario disponible Artículo DOAJ
Numerical model for jacking force based on pipe-soil contact characteristics
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
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Studia Praehistorica
Artículo
Material complementario disponible Artículo DOAJ
Studia Praehistorica
National Archaeological Institute with Museum of the Bulgarian Academy of Sciences; Bulgaria · ISSN 0204-9880
Materias / palabras clave: prehistoric archaeology, balkans, anatolia, excavation projects, archaeological science, archaeological theory; Geography. Anthropology. Recreation: Anthropology: Prehistoric archaeology
Idioma English
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