Experimental study of a strip footing on collapsible soil

2021 ◽  
pp. 189-193
Author(s):  
M. Mashhour ◽  
M. Saad ◽  
A. Aly ◽  
E. El-Bahhi
2020 ◽  
Vol 13 (4) ◽  
pp. 50-57
Author(s):  
Noor D. Abd ◽  
Safa H. AbidAwn

This paper exhibits an experimental study on dynamic response of a single pile under dynamic load which comes from motor placed on cap pile called a vibration source. This study used the effect of the dynamic movement of vibration on one pile, collapsible soil (gypseous soil) used in this study with 30% gypsum content. The experiment is performed in a dry and soak state. A solid steel pile with a slenderness ratio of 27 was inserted into the soil after preparing it in layers in a steel container (30 * 30 * 60) cm. The test was performed under a dynamic response to the different frequencies 10, 15, 20, and 25 Hz. The results showed that the speed, acceleration and displacement increase with increasing frequency of the vibration source in addition to that the values of speed, acceleration and displacement amplitude are less in the case of soaking compared to their values in the dry state.


2017 ◽  
Vol 12 (1) ◽  
pp. 71-83 ◽  
Author(s):  
Nassima Bakir ◽  
Khelifa Abbeche ◽  
Gerard Panczer

2011 ◽  
Vol 18 (4) ◽  
pp. 178-195 ◽  
Author(s):  
S.N. Moghaddas Tafreshi ◽  
O. Khalaj ◽  
M. Halvaee

2014 ◽  
Vol 8 (7) ◽  
pp. 4779-4790 ◽  
Author(s):  
Mohammed Y. Fattah ◽  
Kais T. Shlash ◽  
Husham A. Mohammed

1989 ◽  
Vol 26 (1) ◽  
pp. 154-159 ◽  
Author(s):  
M. A. Mahmoud ◽  
F. M. Abdrabbo

This note presents an experimental study concerning a method of improving the bearing capacity of strip footing resting on sand subgrades utilizing vertical nonextensible reinforcement. The test results indicate that this type of reinforcement increases the bearing capacity of subgrades and modifies the load–displacement behaviour of the footing. Key words: bearing capacity, nonextensible reinforcement, loading tests, strip footing, reinforcing element.


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