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31 resultados encontrados.

Tipos de recurso: Libro electrónico Artículo Revista Tesis Capítulo
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Geology and Discovery Record of the Trinil Pithecanthropus erectus Site, Java
Artículo
Material complementario disponible Artículo DOAJ
Frank Huffman et al · Paleoanthropology Society · 2022 · ISSN 1545-0031
The scientific utility of Eugène Dubois’ Pithecanthropus erectus (P.e.) specimens and other paleontological finds from Trinil has been impaired for over a century by questions about provenience. Firsthand accounts and...
LCC TENDOkZvc3NpbCBtYW4uIEh1bWFuIHBhbGVvbnRvbG9neQ~~; LCC:ArchaeologyIdioma eng
Material complementario disponibleEl enlace apunta a material asociado, anexos, tablas, datos o página complementaria. No se marca como libro/texto completo.
Material complementario
From fossil trader to paleontologist: On Swiss-born naturalist Santiago Roth and his scientific contributions
Artículo
Material complementario disponible Artículo CONICET Digital
Sánchez Villagra, Marcelo Ricardo et al · Springer · 2023 · ISSN 1664-2376
Las exploraciones de Roth, las colecciones resultantes muchas ahora ubicadas en La Plata, Zúrich, Ginebra y Copenhague, y sus importantes aportes en temas geológicos -especialmente estratigráficos- y paleontológicos,...
Idioma eng
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Material complementario
3D E-SCAN resistivity inversion and optimized method in tunnel advanced prediction
Artículo
Acceso abierto Artículo DOAJ
WANG Chuan-wu , LI Shu-cai , NIE Li-chao , LIU Bin , GUO Qian , REN Yu-xiao , LIU Hai-dong · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Advanced geological prediction is one essential part in tunnel construction, and 3D E-SCAN resistivity device is introduced. In this device, the current and measuring electrodes are arranged on the tunnel face, which can...
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
Anti-clogging function of vacuum preloading with flocculants in solid-liquid separation of construction waste slurry
Artículo
Acceso abierto Artículo DOAJ
WU Ya-jun 1, LU Yi-tian 1, LUO Jia-cheng 2, QIANG Xiao-bing 2, DUAN Jun-jie 1, WANG Dong 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The settling column tests and the vacuum preloading model tests are performed on the waste slurry of a construction site in Shanghai and the additive agent slurry. The sediment and turbidity characteristics of slurries w...
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
Bounding surface plasticity model for structured clays using disturbed state concept-based hardening variables
Artículo
Acceso abierto Artículo DOAJ
YANG Jie 1, 2, 3, YIN Zhen-yu 1,2,3, HUANG Hong-wei 1, 2, JIN Yin-fu 3, ZHANG Dong-mei 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Under the framework of bounding surface plasticity and critical state concept, by introducing the disturbed state concept for hardening variables of elastic behavior, structured yield surface, structured bonding adhesive...
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
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
Comparative modelling of pull-out process of four different anchorages by using transparent soil
Artículo
Acceso abierto Artículo DOAJ
XIA Yuan-you 1, CHEN Chen 1, NI Qing 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A small-scale physical modelling system is developed to study the pull-out mechanism of embedded soil nails based on transparent soil and particle image velocimetry (PIV). Four types of soil anchorages, common cylindrica...
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
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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
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
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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
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Experimental study and water-resistant mechanism of gaskets in joints of tunnel segments
Artículo
Acceso abierto Artículo DOAJ
DONG Lin-wei , JIANG Yu-sheng , YANG Zhi-yong , CHENG Jin-guo , LIU Chao-qun , ZHANG Jia-jian · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
As the water pressure of shield tunnel increases, the key to tunnel construction is to strengthen the water resistance of joints. By analyzing the characteristics of stress and deformation of the gaskets in the joints of...
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 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
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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
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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
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Material complementario
In-situ measurement of rock permeability based on pneumatic tests in boreholes
Artículo
Acceso abierto Artículo DOAJ
CAO Yuan , NIU Guan-yi , WANG Tie-liang · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The in-situ measurement formula for rock permeability is derived based on the theory of steady gas seepage. A rough judgement method for Darcy seepage in engineering is given based on the Pavlovsky’s Reynolds number fo...
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
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
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
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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
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Open Access
New experimental method for loess collapsibility using centrifugal model tests
Artículo
Acceso abierto Artículo DOAJ
XING Yi-chuan 1, JIN Song-li 1, ZHAO Wei-quan 1, ZHANG Ai-jun 2, AN Peng 3, ZHANG Bo 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The methods for loess collapsibility mainly include field immersion testing method and laboratory testing method. A majority of the results of laboratory testing method differ greatly from the engineering practice. The d...
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