scholarly journals BEARING CAPACITY-LATERAL DEFORMATION BEHAVIOR OF ANISOTROPIC GROUND BENEATH STRUCTURE UNDER VARIOUS LOADING CONDITIONS

2003 ◽  
pp. 115-128
Author(s):  
Shima KAWAMURA ◽  
Seiichi MIURA
Keyword(s):  
Bearing Capacity ◽  
Deformation Behavior ◽  
Loading Conditions ◽  
Lateral Deformation

scholarly journals Behaviour of eccentrically inclined loaded rectangular foundation on reinforced sand

2021 ◽  
Vol 0 (0) ◽  
Author(s):  
Sujata Gupta ◽  
Anupam Mital
Keyword(s):  
Bearing Capacity ◽  
Loading Conditions ◽  
Test Results ◽  
Bearing Capacity Ratio ◽  
Reinforced Sand ◽  
The Core ◽  
Capacity Ratio ◽  
Core Boundary ◽  
Rectangular Foundation ◽  
Increasing Load

Abstract This study presents the behaviour of model footing resting over unreinforced and reinforced sand bed under different loading conditions carried out experimentally. The parameters investigated in this study includes the number of reinforced layers (N = 0, 1, 2, 3, 4), embedment ratio (Df /B = 0, 0.5, 1.0), eccentric and inclined ratio (e/L, e/B = 0, 0.05, 0.10, 0.15) and (a = 0°, 7°, 14°). The test sand was reinforced with bi-axial geogrid (Bx20/20). The test results show that the ultimate bearing capacities decrease with axial eccentricity and inclination of applied loads. The test results also show that the depth of model footing increase zero to B (B = width of model footing), an increase of ultimate bearing capacity (UBC) approximated at 93%. Similarly, the multi-layered geogrid reinforced sand (N = 0 to 4) increases the UBC by about 75%. The bearing capacity ratio (BCR) of the model footing increases with an increasing load eccentricity to the core boundary of footing; if the load eccentricities increase continuity, the BCR decreases. The tilt of the model footing is increased by increasing the eccentricity and decreases with increasing the number of reinforcing layers.

scholarly journals Deformation Behavior of the Alloys under Simple and Combined Loading Conditions at Various Deformation Rate

Metals ◽  
2018 ◽  
Vol 8 (9) ◽  
pp. 733
Author(s):  
Takeshi Iwamoto ◽  
Tao Suo
Keyword(s):  
Mechanical Behavior ◽  
Deformation Behavior ◽  
Deformation Rate ◽  
Combined Loading ◽  
Loading Conditions

Clarifying the mechanical behavior of alloys is quite important to enhance their performanceand thus expand their application in various fields. [...]

scholarly journals An Experimental Study on Large Lateral Deformation Behavior of Pile Groups in Ground of Coahesive Soil.

2000 ◽  
pp. 223-233
Author(s):  
Isamu ONO ◽  
Kiyoomi YAMADA ◽  
Yukio KIKUTA ◽  
Sei MATSUURA ◽  
Katsuya OKADA
Keyword(s):  
Experimental Study ◽  
Deformation Behavior ◽  
Lateral Deformation ◽  
Pile Groups
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