scholarly journals Comparative Study on the Quantity Economic Analysis of Apartment Frames Using SDS Result of Dynamic Centrifuge Test at Pile Foundation

2015 ◽  
Vol 6 (3) ◽  
pp. 147-152
Author(s):  
Sang-Yeon Kim ◽  
Jong-Bae Park ◽  
Yong-Boo Park
1975 ◽  
Vol 35 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Sylvia L. Thrupp

For anyone on the green side of fifty who didn't start historical browsing in the playpen it may be quite hard to see the present appeal of statistical theory and method in perspective. To one lucky enough to have been a student abroad in the 1920's, it is merely one of the consequences of a fundamental shift, which was firming in that decade, in conceptions of the economic historian's job. Essentially the shift consisted in making the economy and the social institutions in which it is embedded analytically distinct. Voices from the Polanyite school still claim that this step was as wrong as Adam's eating of the apple. Milder critics complain only that some of us let economic analysis run away with the ball to the neglect of social analysis and of the interplay between the two. For workers on the recent past this is defensible, because the heavy fall-out of purely economic data clamors to be dealt with in its own terms. The preindustrialist, who has to dig harder for data, and seldom turns up such pure economic ore, is more inclined to think in terms of interplay.


Energy ◽  
2013 ◽  
Vol 61 ◽  
pp. 272-282 ◽  
Author(s):  
Sujala Bhattarai ◽  
Gopi Krishna Kafle ◽  
Seung-Hee Euh ◽  
Jae-Heun Oh ◽  
Dae Hyun Kim

2019 ◽  
Vol 17 (11) ◽  
pp. 5849-5866 ◽  
Author(s):  
Samy García-Torres ◽  
Gopal Santana Phani Madabhushi

Abstract Several techniques have been developed in order to mitigate damage to buildings during and after liquefaction events. Benefits of using vertical drains have been verified by analysing their performance in the soil and evaluating their effectiveness in dissipation of excess pore pressures generated by the earthquake. However, the effect of drains in the soil below structures requires further investigation. In this paper, a dynamic centrifuge test series was carried out to evaluate the performance of a vertical drains arrangement below shallow foundations. High permeable rubble brick was used as coarse material inside the drains to provide positive results not only from a geotechnical point of view but also from an environmental and sustainable perspective. The behaviour of drains was analysed when they are located under shallow foundations of a building, in terms of the excess pore pressures generated during the earthquake and subsequent post-seismic dissipation, the foundation settlement and its dynamic response.


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