72   Artículos

 
en línea
Tao Wang, Yu Xiang, Liyuan Liu and Wang Xiong    
Relying on the Mawan undersea large-diameter, dual-line, mud?water-balanced shield tunnel project and focusing on the characteristics of the tunnel, such as the complex geological conditions at the expected intersection location and the existence of a su... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Yongzhi Jiu, Yunfeng Gao, Fuguang Lei, Yanzhi Zhu and Zhizeng Zhang    
Stiffened deep cement mixing (SDCM) piles are composite piles that combine the advantages of single large-diameter deep cement mixing (DCM) and precast concrete piles. They comprise precast concrete piles as the core and cast-in-place DCM piles as the ou... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Ning Zhang, Anye Cao, Weiwei Zhao, Qi Hao, Guowei Lv and Baixuan Wu    
There is a very thick water-bearing key strata above the coal seam in the Binchang mining area. When the mining scale is large, it easily breaks and leads to rockburst with a surge of water gushing in the panel. Adopting the layout pattern of a small pan... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Yue Jiang, Yanlin Li, Aijun Yao, Xiangzhi Gao and Hui Li    
In recent years, there has been a rise in the construction of expansive underground structures and shield tunnels with exceptionally large diameters. These projects introduce unique challenges regarding their impact on the surrounding soil and structures... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Cun Zhang, Pingcuo Zhuoma, Yongjuan Zhang and Zhenya Li    
The longitudinal dynamic response of a large-diameter-bored pile is investigated considering the bottom sediment and the radial unloading of the surrounding soil. First, the sediment between the pile tip and the bedrock is treated as a fictitious soil pi... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
James Geisbush and Samuel T. Ariaratnam    
The consequences of failures from large-diameter water pipelines can be severe. Results can include significant property damage, adjacent damage to infrastructure such as roads and bridges resulting in transportation delays or shutdowns, adjacent structu... ver más
Revista: Water    Formato: Electrónico

 
en línea
Jiayi Shen, Chang Ge, Yide Zhan, Zhaoyi Ye, Qiang Zhang and Jiawang Chen    
Currently, p-y models have been broadly adopted for estimating the lateral bearing capacity of large-diameter monopiles in offshore engineering. However, the existing p-y curves cannot reflect the effect of pile diameter D on the lateral response of mono... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Youngtae Park and Hyunbum Park    
In this work, a study on large-diameter GaAs ingot growth is presented. Optimized temperature control technology is developed. Horizontal and vertical temperature application technologies with optimum conditions are investigated. The design result is ver... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Tao Li, Xinran Yu, Ben He and Song Dai    
With the rapid increase in offshore wind turbines in China, monopiles with diameters exceeding 2 m are widely used. As these piles are subjected to lateral loads caused by wind, waves, and currents, the designs of the pile foundations supporting the offs... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Ruping Luo, Mingluqiu Hu, Min Yang, Weichao Li and Anhui Wang    
Rigid monopiles with small slenderness ratios (i.e., ratio of monopile embedded length to outer diameter) are widely used as foundations to resist lateral load and moment transferred from superstructures, e.g., large diameter steel pipes used by offshore... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

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