32   Artículos

 
en línea
Peng Yu, Jie Dong, Yong Guan, Qing Wang, Shixiang Jia, Meijun Xu, Hongjun Liu and Qi Yang    
The shear behavior and dynamic response of a steel?silt interface are significant for the safety and stability of offshore structures in the Yellow River Delta. A series of steel?silt interface cyclic shear tests under constant normal load conditions (CN... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Syed Samran Ali Shah, Abdul Rahim Asif, Waqas Ahmed, Ihtisham Islam, Muhammad Waseem, Hammad Tariq Janjuhah and George Kontakiotis    
Shear modulus (SM) and damping ratio (DR) are significant in seismic design and the performance of geotechnical systems. The evaluation of soil reactions to dynamic loads, such as earthquakes, blasts, train, and traffic vibrations, necessitates the estim... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Weisheng Xu, Yingna Zhu, Haoran Kang, Qing Xu, Qipei Han, Xiangwei Song and Zhenwei Liu    
Clay soil has poor engineering properties such as poor permeability and low shear strength. Waste steel slag is an industrial by-product formed in the furnace during the steelmaking process which has high quality, durability, anti-slip properties, gellin... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Tadas Tamo?iunas and ?arunas Skuodis    
The mechanical properties of pavement materials are crucial to the design and performance of flexible pavements. One of the most commonly used measures of these properties is the resilient modulus (Er). Many different models were developed to predict the... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Chenhua Jin, Yanli Su, Zuanfeng Pan and Shaoping Meng    
Experimental observations on three reinforced concrete shear walls with small shear span-to-depth ratio (SDR) under combined high vertical axial load and horizontal cyclic loads are presented. The influence of high axial load ratio (ALR) on the failure m... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Jiakang Li, Zhe Zhang, Lu Wang, Zhe Ma and Wenyuan Wang    
Aiming at the problem of excessive vertical vibration caused by seismic primary waves in jacket structures located in seismic zones in China, a new type of shear plate metal damper with upper and lower elliptical openings (SPA) is proposed in this paper.... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Chunliang Dong, Chaotao Fan, Xiaoyu Lu, Guangming Zhao, Minjie Qi and Ruipeng Qin    
To study the mechanical and energy evolution characteristics of sandstone under true triaxial cyclic loading, a sandstone mechanical test with different intermediate principal stress under true triaxial loading was conducted using the rock true triaxial ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Weijia Ma, You Qin, Fei Gao and Qi Wu    
The shear modulus is an essential parameter that reflects the mechanical properties of the soil. However, little is known about the shear modulus of coral sand, especially under complex consolidation conditions. In this paper, we present the results of a... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Peng Yu, Jie Dong, Haisong Liu, Rui Xu, Rujie Wang, Meijun Xu and Hongjun Liu    
Pile foundations of offshore structures are often subjected to cyclic loads under storm loads, thus reducing their vertical bearing capacity. Therefore, studying the cyclic shear behavior of the soil?structure interface is important for maintaining the s... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Qiong Chen, Deshan Cui, Qingbing Liu and Xianyu Tao    
The reservoir landslide in the Three Gorges Reservoir Area (TGRA) often suffers from local cyclic loading scenarios produced by surge waves, groundwater level fluctuation, traffic loading, and seismic activity. However, the effects of local cyclic loadin... ver más
Revista: Applied Sciences    Formato: Electrónico

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