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33 resultados encontrados.

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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
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.
Material complementario
Back analysis of construction of large deep excavations using intelligent optimization algorithm
Artículo
Acceso abierto Artículo DOAJ
ZUO Zi-bo 1, 2, HUANG Yu-lin 1, 2, WU Xiao-jian 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
By introducing the artificial intelligence technology, on improved Nelder-Mead acceleration algorithm based on the neural network is proposed to obtain better optimization results. A back analysis method for construction...
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
Wall deflection induced by pre-excavation dewatering under different construction conditions
Artículo
Acceso abierto Artículo DOAJ
ZENG Chao-feng 1, 2, 3, HU Yi1, XUE Xiu-li 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The existing field measurements show that the deformation of retaining wall and surrounding environment induced by pre-excavation dewatering can reach centimeter level, but the relevant researches are still less. The beh...
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
Prediction model for settlement of high-speed railway embankment in unsaturated areas
Artículo
Acceso abierto Artículo DOAJ
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
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Uniformity of cement-improved expansive soil in mixing technology
Artículo
Acceso abierto Artículo DOAJ
LIU Ming , SONG Jian-ping , LIU Jun , ZHOU Yue-feng · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The inorganic materials adopted in the improvement of expansive soil engineering include lime and cement. During the construction process, the improving effect is greated influenced by the mixing uniformity of the soil c...
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 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
A review of recent advances in permeable pipe pile
Artículo
Acceso abierto Artículo DOAJ
ZENG Chao-feng 1, 2, 3, 4, XUE Xiu-li 3, MEI Guo-xiong 1,2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Soil compaction in the process of pile driving has always plagued engineers. How to speed up the dissipation of excess pore water pressure during the pile driving is the current research focus. The permeable pipe pile, 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
Application of PU grouting in settlements of structures induced by excavation
Artículo
Acceso abierto Artículo DOAJ
SU Zhi-peng 1, 2, LIANG Yong-hui 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
It is of essence to solve, in short time and with the minimum effort, the problem of settlements of shallow foundations of the existing buildings/structures caused by the adjacent foundation excavation. A patent-pending ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Application of foundation reinforcement by anchor-jacked piles under low clearance
Artículo
Acceso abierto Artículo DOAJ
WU Jiang-bin , WANG Xiang-jun , SONG Qing-jun · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
For the a building with 13 floors high and no basemnt located in Shanghai, short leg shear wall system is used for the superstructure, and the foundation beams with precast tubular piles are used to be the foundation typ...
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 micro-piles in reinforcment of soft soil area
Artículo
Acceso abierto Artículo DOAJ
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
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Application of vacuum preloading combining mixing pile method in treatment of tram foundation
Artículo
Acceso abierto Artículo DOAJ
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
Acceso abiertoRuta libre sin proxy. Acceso recomendado cuando no hay suscripción activa.
Open Access
Atmosphere-plant-soil interactions: theories and mechanisms
Artículo
Acceso abierto Artículo DOAJ
Charles Wang-Wai Ng · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Plants are sophisticated and intelligent natural construction materials. They can be used for enhancing the stability of shallow soil slopes and minimizing surface erosion. It is evident that the use of plants can be low...
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
Case study of control technology of structural settlements due to tunnelling beneath a subway station
Artículo
Acceso abierto Artículo DOAJ
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
Causes and processing methods for quality defects of soft foundation reinforcement using CFG piles
Artículo
Acceso abierto Artículo DOAJ
LI San-ming , YAN Bo , AN Hai-tang , CHENG Zong-liang , XU Wei · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The CFG pile composite foundation has many advantages, so it has been widely used as the common foundation treatment. However, it has been carefully used in soft foundation reinforcement because of the high demand of the...
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
Centrifugal model tests on excavation of twin parallel tunnels
Artículo
Material complementario disponible Artículo DOAJ
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.
Material complementario
Centrifugal model tests on new type structure of CFRD
Artículo
Acceso abierto Artículo DOAJ
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
Artículo
Material complementario disponible Artículo DOAJ
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
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 failure zones of soft soil foundation under flexible load of sandbag cofferdam
Artículo
Acceso abierto Artículo DOAJ
ZHOU Xiao-wen 1, WANG Xiao-liang 1, WANG Ming-yuan 2, WANG li 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
Sandbag cofferdam applies flexible load on soil foundation. The failure mode and sliding surface of soft soil foundation under sandbag cofferdam should be significantly different from that under rigid base. Aimed to get ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Deformation prediction of concrete face rockfill dams based on nonlinear dilatancy model
Artículo
Acceso abierto Artículo DOAJ
PAN Jia-jun 1, WANG Guan-qi 2, CHENG Zhan-lin 1, YU Ting 2, JIANG Ji-wei 1 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
A simple and robust nonlinear dilatation constitutive model with clear mechanics concept is introduced, and the stiffness coefficient matrix of constitutive relationship is presented. A kind of coarsed-grained soil is co...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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Open Access
Development and application of a new embedded settlement gauge based on dual-pressure sensors
Artículo
Acceso abierto Artículo DOAJ
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
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Open Access
Evaluation of soft soil engineering characteristics of Sanya New Airport from CPTU data
Artículo
Acceso abierto Artículo DOAJ
PENG Peng 1, 2, CAI Guo-jun 1, 2, LIU Song-yu 1,2, ZHU Liu-wen 3, ZHAO Jian 4, XIA Han 1, 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017 · ISSN 1000-4548
The new airport project in Sanya planned by government of Hainan Province of China, is located at Hongtangwan of Sanya City, that is, to build an offshore airport with an area of a 28 square kilometers. The construction ...
LCC LCC:Engineering geology. Rock mechanics. Soil mechanics. Underground constructionIdioma eng
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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 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