24   Artículos

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en línea
Yoav Me-Bar, Ayelet Miller, Baruch Ephraim Karlin and Deborah Cvikel    
The force required to drag a stone anchor over several types of surfaces was measured, recorded, and analyzed. It was found that the force involved in the movement of the anchor over the various surfaces cannot be described just by the sliding solids the... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Claudia Meisina, Roberta Bonì, Massimiliano Bordoni, Carlo Giovanni Lai, Francesca Bozzoni, Renato Maria Cosentini, Doriano Castaldini, Daniela Fontana, Stefano Lugli, Alessandro Ghinoi, Luca Martelli and Paolo Severi    
Liquefaction-induced surface manifestations are the result of a complex geological?geotechnical phenomenon, driven by several controlling factors. We propose a multidisciplinary methodological approach, involving engineering geologists, geomorphologists,... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Fayun Liang, Zewang Zhang, Chen Wang, Xiaoqiang Gu, Yifeng Lin and Wei Yang    
Offshore wind power, as an efficient renewable energy source, is being vigorously developed nowadays. However, the liquefaction of marine sand due to earthquakes brings potential safety hazards to the wind turbine structures. In this study, a series of r... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Lu Liu, Xiaofei Yao, Zhanpeng Ji, Hongmei Gao, Zhihua Wang and Zhifu Shen    
This study examines the cyclic behavior of calcareous sand obtained from the South China Sea. A series of undrained cyclic triaxial tests were performed on the calcareous sand with various relative densities, cyclic stress ratios, and effective confining... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Chang-Rui Yao, Bo Wang, Zhi-Qiang Liu, Hao Fan, Fang-Hao Sun and Xin-Hao Chang    
Drainage conditions are supposed to have significant influence on sand liquefaction behavior. An infiltration device was utilized in cyclic triaxial tests to reproduce different drainage conditions by altering dry density of the within silt. Permeability... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Mohamed Bensoula, Hanifi Missoum, Karim Bendani     Pág. 196 - 208
As a part of an on-going research program on the mechanical instability of granular soils in our laboratory, defined contents of sand and silt in soil mixtures are studied through the triaxial apparatus, full range of initial relative density states (loo... ver más
Revista: Revista de la Construcción    Formato: Electrónico

 
en línea
Mohamed Bensoula, Mohammed Bousmaha, Hanifi Missoum     Pág. 692 - 702
Revista: Revista de la Construcción    Formato: Electrónico

 
en línea
Gabriel Villavicencio Arancibia, Pierre Breul, Claude Bacconnet, Andy Fourie, Raúl Espinace     Pág. 9 - 18
In Chile, sand tailings dams represent the most common deposits of mining residues. These structures present a potential risk in terms of mechanical instability due to their potential susceptibility to seismic liquefaction. In order to manage these risks... ver más
Revista: Revista de la Construcción    Formato: Electrónico

 
en línea
Heriansyah Putra,Hideaki Yasuhara,Naoki Kinoshita,Muhammad Fauzan     Pág. 1 - 5
The applicability of bio-chemical grouting as the environmentally friendly and economically method for liquefaction remediation was evaluated. Several combinations of organic and in-organic precipitations methods were conducted to obtain the optimum grou... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

 
en línea
Martitia P. Tuttle, Ross Hartleb, Lorraine Wolf and Paul W. Mayne    
Recent and historical studies of earthquake-induced liquefaction, as well as paleoliquefaction studies, demonstrate the potential usefulness of liquefaction data in the assessment of the earthquake potential of seismic sources. Paleoliquefaction studies,... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Hakam, A.     Pág. 64 - 68
The Padang earthquake of M7.6 on 30 September 2009 (30S?09) caused damage to buildings, houses, public water facilities, and road ways. Several buildings were damaged due to liquefaction. This paper describes the liquefaction potential in Padang based on... ver más
Revista: Civil Engineering Dimension    Formato: Electrónico

 
en línea
Xiaorui Wang, Xu Liu, Yunhong Lin and Fei Tan    
Small curved metro shield tunnels located in fine sand layers are sensitive to the response of horizontal and vertical cyclic loads from train operations, especially for centrifugal horizontal loads. The majority of Zhengzhou?s strata are dominated by th... ver más
Revista: Water    Formato: Electrónico

 
en línea
Xinjun Cheng, Xiang Xu, Zhinan Hu, Liping Jing, Haian Liang and Jie Cui    
To study the dynamic response of a saturated sand-underground structure system subjected to earthquakes, a series of shaking table tests with a geometric scale ratio of 1/30 were conducted. Based on the experimental acceleration records of testing soil d... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Qi Wu, Xuanming Ding, Yanling Zhang and Zhixiong Chen    
The physical and mechanical properties of coral sand are quite different from those of common terrestrial sands due to the special marine biogenesis. Shaking table tests of three-story structures with nine-pile foundation in coral sand and Fujian sand we... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Caroline Behrman, Roy Van Arsdale, Youngsang Kwon, Kerry Stockslager, Dave Leverett and David Lumsden    
Aerial drone photography of an active pit within a sand and gravel quarry in DeSoto County, Mississippi, was conducted to better understand the Upland Complex, which is a high-level Pliocene terrace of the Mississippi River. The Upland Complex is of grea... ver más
Revista: Drones    Formato: Electrónico

 
en línea
Leiye Wu, Wei Cheng and Zhehao Zhu    
Seabed soil may experience a reduction in strength or even liquefaction when subjected to cyclic loadings exerted by offshore structures and environmental loadings such as ocean waves and earthquakes. A reasonable and robust constitutive soil model is in... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Mintaek Yoo and Sun Yong Kwon    
Liquefaction caused by long-term cyclic loads in loose saturated soil can lead to ground subsidence and superstructure failures. To address this issue, this study aimed to emulate the liquefaction phenomenon based on a shaking table test while especially... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Ataollah Nateghi and Usama El Shamy    
Earthquake-induced liquefaction is always a concern when the soil near the surface of a site is composed of relatively loose saturated sand. One of liquefaction mitigation methods is to induce gas bubbles into the deposit to reduce the degree of saturati... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Masaki Kitazume    
Global warming due to greenhouse gas emissions has led to record-breaking heat waves, torrential rains and droughts on a global scale in recent years. For this reason, people around the world are more keenly aware of the need to reduce greenhouse gas emi... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Silvia Palacios,Gabriela Lara,Laura Perucca     Pág. 333 - 349
. The earthquakes of 1894, 1944, 1952 and 1977 occurred in the province of San Juan in central-wesern Argentina caused numerous processes of soils and sediment liquefaction, including those in the Ullum-Zonda valley. Historical records showed cracks, san... ver más
Revista: Andean Geology    Formato: Electrónico

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