scholarly journals SEISMIC EARTH PRESSURE ACTING ON EMBEDDED FOOTING BASED ON LIQUEFACTION TEST USING LARGE SCALE SHEAR BOX

2002 ◽  
Vol 67 (554) ◽  
pp. 95-100 ◽  
Author(s):  
Shuji TAMURA ◽  
Kohji TOKIMATSU ◽  
Masanobu MIYAZAKI ◽  
Kaeko YAHATA ◽  
Tomio TSUCHIYA
Keyword(s):  
Large Scale ◽  
Earth Pressure ◽  
Seismic Earth Pressure ◽  
Shear Box ◽  
Scale Shear

DISCUSSION ON GENERATION OF SEISMIC EARTH PRESSURE OF ABUTMENT

2018 ◽  
Vol 74 (4) ◽  
pp. I_341-I_350
Author(s):  
Kenichi SUZUKI ◽  
Hirofumi IKEMOTO ◽  
Taisuke SANAGAWA ◽  
Keita ABE ◽  
Hideaki TAKASAKI ◽  
...  
Keyword(s):  
Earth Pressure ◽  
Seismic Earth Pressure

Research on the Prefabricated Prestressed Cylinder Foundation of Wind Turbines in the Soft Soil Region

2011 ◽  
Vol 368-373 ◽  
pp. 461-464
Author(s):  
Ren Le Ma ◽  
Ming Yi Zhang
Keyword(s):  
Large Scale ◽  
Wind Farm ◽  
Rapid Development ◽  
Soft Soil ◽  
Earth Pressure ◽  
Element Analysis ◽  
Inland Wetlands ◽  
Lateral Earth Pressure ◽  
Practical Engineering ◽  
Improved Design

With the rapid development of inland wind farm in China, the costal wind farm still has not got large-scale development as the result of the higher cost of fan foundation and the more difficulty of construction. The prefabricated prestressed cylinder foundation (PPC foundation), as a new type of wind turbine foundation designed for the soft soil region such as the inter-tidal coastal zone and inland wetlands, is introduced in this paper. The condition of lateral earth pressure distribution around the foundation which determines the flexural capacity of fan foundation in the soft soil is studied. Through theoretical analysis and mathematical derivation, the result shows that the lateral earth pressure around PPC foundation is changed with depth by 1.5th power curve which has good fitting to the finite element analysis result. The simplified and improved design process is applied into the practical engineering and the good economy of PPC foundation is proved.

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