Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Xiu Run Ge"'
Publikováno v:
Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics ISBN: 9789811301216
The strength characteristics of glass fiber-reinforced sand composite are influenced by the controlling parameters of fiber content and confining pressure. A series of triaxial experiments were carried out to study on the behaviors of unreinforced an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78f5b647ad632856335a6cbb8d0711ea
https://doi.org/10.1007/978-981-13-0122-3_40
https://doi.org/10.1007/978-981-13-0122-3_40
Publikováno v:
Advances in Engineering Software. 71:34-45
The efficient management of monitoring data is necessary for large geotechnical engineering projects. The development of an information management, prediction and warning software system for geotechnical monitoring is presented in this study. Seven c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7995810d29f575e82549a2298401b943
https://doi.org/10.1016/j.advengsoft.2014.02.001
https://doi.org/10.1016/j.advengsoft.2014.02.001
Publikováno v:
Journal of Shanghai Jiaotong University (Science). 18:729-732
Based on the advantages of perforated ventilation characteristic of perforated ventilation pipe embankment and large porosity of blocky stone embankment, composite embankment with ventilation pipe and blocky stone is more efficient to protect the und
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ef6f4d0d45bbcad8775968357fdec33
https://doi.org/10.1007/s12204-013-1457-3
https://doi.org/10.1007/s12204-013-1457-3
Publikováno v:
Advanced Materials Research. :4377-4383
Clay is a kind of structured material, and its inner structure changes with the loading. Therefore it is meaningful to analyze the deformation characteristics of clay at mesoscale. Real-time Computerized Tomography (CT) scanning experiments of clay s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b388cd0aab41af62553c0ead0b1f9834
https://doi.org/10.4028/www.scientific.net/amr.433-440.4377
https://doi.org/10.4028/www.scientific.net/amr.433-440.4377
Publikováno v:
Advanced Materials Research. :1483-1489
The present paper is to analyses the key parameters of multi-reflection in GPR Survey. At first, it introduced the theory and methods for GPR result explanation. Then it proposed the necessity to work on multi-reflection analysis. For the complexity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d86628898643eda2bc08b1327dbc290c
https://doi.org/10.4028/www.scientific.net/amr.243-249.1483
https://doi.org/10.4028/www.scientific.net/amr.243-249.1483
Publikováno v:
Advanced Materials Research. :1867-1872
In order to model the mechanical behavior of joints efficiently, a thin-layer tri-node joint element is constructed. The stiffness matrix of the element is derived in the paper. For it shares the common nodes with the original tri-node triangle eleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::502310b80df2b324f9a9e656d5e5daf0
https://doi.org/10.4028/www.scientific.net/amr.255-260.1867
https://doi.org/10.4028/www.scientific.net/amr.255-260.1867
Publikováno v:
Tunnelling and Underground Space Technology. 26:1-14
In the last decades, many studies have been presented by different scholars on the environmental problems induced by the shield tunnelling in soft ground. But it mainly concentrated on ground surface settlement, tunnel surface stability and the influ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cffeb1fab3bf859f7c030fa6a4cefd9
https://doi.org/10.1016/j.tust.2010.09.005
https://doi.org/10.1016/j.tust.2010.09.005
Publikováno v:
Geotechnical Testing Journal. 42:20170436
Foundation instability and collapse accidents often occur during construction in soft soil regions. The mechanical properties of naturally deposited soft soil in Shanghai were discussed in light of experimental observations from a series of major pri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3845425c0be9135244f7ec2a26049a56
https://doi.org/10.1520/gtj20170436
https://doi.org/10.1520/gtj20170436
Publikováno v:
Applied Mechanics and Materials. :149-154
The purpose of this paper is to study the shear behavior of rock specimens containing joints with various distribution forms. Two sets of specimens are simulated by the rock failure process analysis code (RFPA2D). The friction-sliding failure pattern
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddd7b527118056dbb7d216cac2dd30f3
https://doi.org/10.4028/www.scientific.net/amm.29-32.149
https://doi.org/10.4028/www.scientific.net/amm.29-32.149
Publikováno v:
Advanced Materials Research. :1407-1412
In geotechnical engineering, based on the theory of inverse analysis of displacement, the problem for identification of material parameters can be transformed into an optimization problem. Commonly, because of the non-linear relationship between the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f905ac575b4c9f6dbf06f39d435f9f32
https://doi.org/10.4028/www.scientific.net/amr.33-37.1407
https://doi.org/10.4028/www.scientific.net/amr.33-37.1407