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29 resultados encontrados.

Tipos de recurso: Libro electrónico Artículo Revista Tesis Capítulo
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Application of real-time monitoring technology to foundation settlement of sloping breakwaters in construction
Artículo
Material complementario disponible Artículo DOAJ
WANG Wei 1, XU Kai 1, WANG Hai-long 2, LI Lu-lu 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In recent years, China's port construction exhibits the development trend of large scale and deep water, and many ports are not the same type of seawall construction. Riprap construction of sloping breakwaters in open wa...
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.
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Case study of control technology of structural settlements due to tunnelling beneath a subway station
Artículo
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ZHANG Xu 1, 2, ZHANG Cheng-ping 1,2, HAN Kai-hang 1, 2, WANG Jian-chen 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The case study of closely spaced twin tunnels excavated vertically beneath the adjacent Chaoyangmen station in Beijing, China is introduced. The existing subway station is part of the Beijing subway Line 2. The new recta...
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
Development and application of a new embedded settlement gauge based on dual-pressure sensors
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WU Yue-dong 1,2, LI Tong-da 1,2, DIAO Hong-guo 1,2, ZHANG Peng 1,2, WU Chun-bo 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Since the traditional settlement plates have adverse effects on the construction with tedious operations, a new embedded settlement gauge based on the dual-pressure sensors is proposed. Based on the principles of transfo...
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
Model tests on the long-term settlement of pile-net composite structure subgrade for high-speed railways
Artículo
Material complementario disponible Artículo DOAJ
LÜ Xi-lin 1,2, MA Quan 1,2, FANG Hang 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The settlement control of the high-speed railway subgrade plays an important role in comfortable and safe running of high-speed train. With the growth of operation time, the long-term settlement of railway in soft subgra...
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.
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Prediction model for settlement of high-speed railway embankment in unsaturated areas
Artículo
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FENG Huai-ping 1, GENG Hui-ling 1, HAN Bo-wen 1, SHANG Wei-dong 2, CHANG Jian-mei 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The precise prediction of post-construction settlement for high-speed railways is one of the key techniques in successful construction of high-speed railways. The in-situ observation data show that the shapes of settleme...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Simplified method for settlement calculation of rigid pile composite foundation in soft soils
Artículo
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YANG Guang-hua 1, 2, 3, XU Chuan-bao 1, LI Zhi-yun 1, JIANG Yan 2, 3, ZHANG Yu-cheng 2, 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
To find a simple and precise settlement calculation method for rigid pile composite foundation is still an urgent problem which is not solved as yet. For the settlement calculation of rigid pile composite foundation in s...
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
Influencing factors of deep excavation on bearing capacity and settlement of piles beneath excavation
Artículo
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DIAO Yu 1, 2, LI Guang-shuai 1, 2, ZHENG Gang 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The deep excavation has a significant influence on the bearing capacity and settlement of piles beneath excavation. However, there are few researches on the influencing factors, especially the distribution of strata. In ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Load-settlement rules and calculation of foundation piles in karst cave
Artículo
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JIANG Wu-jun 1, YAN Ding-yuan 1, WANG Ming-ming 2, LI Yu 3, CHENG Hua-wei 2, JIANG Chong 3, CHENG Zhao 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to study the influence of the backfill characteristics of the large karst area on the load transfer of the pile foundation and to improve the safety and economy, considering the characteristics of the side frict...
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
Application of photoelectric encoder in measurement of deepwater offshore structure
Artículo
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CAO Yong-yong , GUAN Yun-fei , LI Wen-xuan · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The new bucket structure breakwater is one kind of deepwater offshore structure in the open sea area. The settlement monitoring of the bucket structure has been a major problem in the in-situ tests. Combined with the in-...
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
Back analysis of performance of high fill embankment on soft soils based on field data
Artículo
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YE Guan-bao 1, RAO Feng-rui 1, ZHANG Zhen 1, LU Wang-da 1, SU Ze-hao 2, XU Shi-lei 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Constructing high-fill embankment over soft soils will lead to a substantial deformation of foundation, therefore it is necessary to strictly monitor the settlement and pore water pressure of the foundation. A high-fill ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
In-situ tests and thermo-mechanical bearing characteristics of friction geothermal energy piles
Artículo
Acceso abierto Artículo DOAJ
LU Hong-wei 2, JIANG Gang 1, WANG Hao 1, HONG Xin 3, SHI Chun-le 4, GONG Hong-wei 5, LIU Wei-qing 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Geothermal energy pile is the new pile technology that combines the ground source heat pump technology and building pile foundation. Due to the pile as the heat transfer carrier of ground source heat pumps, the bearing c...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Influence of Ca2+ concentration on hydraulic properties of bentonite-sand mixtures
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XU Si-fa , WU Xue-hui , HU Qi , ZHANG Yong , WANG Zhe · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A liner system containing clay or bentonite-sand mixtures is installed on the bottom of a landfill to prevent contaminants from flowing into the surrounding ground. The influence of Ca2+ concentration and local settlemen...
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 composite foundation using pile-supported and geosynthetics-reinforced cushion with variable stiffness
Artículo
Acceso abierto Artículo DOAJ
CAO Wen-zhao 1, ZHENG Jun-jie 1, YAN Yong 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The geogrid and geocell with high tensile strength are meant to reinforce the mixture of natural gravel and recycled concrete aggregate made of the soild waste of construction. The reinforced cushion with variable stiffn...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Performance and bearing capacity of embankments reinforced with waste tires and geocells
Artículo
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LI Li-hua , CUI Fei-long , XIAO Heng-lin , MA Qiang , REN Zeng-le , LUO Shi-zhe · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
In order to investigate the performance of with embankment slopes reinforced waste tires and geocells, the model tests on reinforced the embankment slopes with waste tires and geocells are carried out respectively, and 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
Tangent modulus method based on in-situ pressuremeter tests and its preliminary validation
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WEN Yong 1,2,3, YANG Guang-hua 2,3,4, TANG Lian-sheng 1, LI Zhi-yun 4, HUANG Zhi-xing 4, ZHANG Yu-cheng 2,3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The tangent modulus method is a method which is based on the plate loading tests to obtain the tangent modulus of the soil under different load levels, and uses the tangent modulus into the layer-wise summation method fo...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Test methods for self-weight consolidation coefficient of deposited sediment
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GUO Shuai-jie 1,2, ZHANG Fu-hai 3, SONG Xu-guo 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The consolidation coefficient in the Terzaghi theory is constant. It will cause significant errors if it is directly applied in the calculation of large strain consolidation of deposited sediment. Meanwhile, it is still ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Vibration of different types of tracks of subway in soft soil
Artículo
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DING Zhi1 , WANG Yong-an 2, GU Xiao-wei 3, HUANG Xiao-bin 3, WEI Xin-jiang 1, WEI Gang 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The settlement of subway tunnel due to the rail load after its construction has cause wide concern. But the report of dynamic characteristics of railroad considering uneven settlement has not been reported. Based on a su...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Analysis and precautionary measures of engineering accidents of composite foundations with long and short piles
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LIN Zhi-qiang 1, 2, HUANG Wei-da 1, 2, JIANG Yan-bin 3, ZHONG Gui-rong 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Based on an engineering qualitative accident instance of composite foundation with long and short piles, the field investigation and foundation deformation monitoring are conducted. The causes of engineering qualitative ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Application of micro-piles in reinforcment of soft soil area
Artículo
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SUN Xun-hai , TONG Jian-xing , YANG Xin-hui , LUO Peng-fei , DU Shi-wei · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The design and construction of strengthening of a building in soft soil area is taken as an example. The reasons for the settlement and the inclination of this project are analyzed in combination with the monitoring data...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Application of vacuum preloading combining mixing pile method in treatment of tram foundation
Artículo
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ZHUANG Yan 1,3, WANG Xiao-dong 2, CHENG Jun 4 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Due to the green and environmental protection operation mode, the tram is leading the transportation industry into sustainable development in China. According to the structural characteristics and engineering properties ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Centrifugal model tests on excavation of twin parallel tunnels
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MIAO Lin-chang 1, WANG Fei 1, Charles W. W. Ng 2, LÜ Hu 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The excavation construction of twin parallel tunnels is simulated by using centrifugal model tests. The internal stress and deformation variation of shield structure of the existing tunnel and the ground surface settleme...
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.
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Centrifugal model tests on new type structure of CFRD
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LI Cong-an , WEN Song-lin , LI Bo , HU Bo · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The deformation properties of CFRD (concrete face rockfill dam) are studied through centrifuge tests by building concrete cover plate on the alluvium foundation. Three centrifugal model tests are conducted for the purpos...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Centrifugal model tests on vertical strip drains in soft soil foundation
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WANG Cun 1, HOU Yu-jing 1, LIU Guo-bao 2, PENG Ren 3 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Centrifugal model tests are carried out to simulate the construction and operation of the dike on a soft soil foundation for the purpose of taxiway construction on the seashore. The vertical strip drains are adopted for ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Creative Problem Solving: Bagaimana Pengaruhnya terhadap Kreativitas Siswa?
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Indah Purnama Sari et al · Universitas Hamzanwadi · 2017 · ISSN 2442-4226
This study aims to determine how the students' creativity in solving math problems in class X if given the problems that are non-routine. This type of research is using qualitative approach. Subjects in this study were s...
LCC LCC:MathematicsIdioma ind
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Open Access