scholarly journals UNDRAINED RESPONSE OF LOOSE FIBER REINFORCED SAND

2015 ◽  
Vol 11 (1) ◽  
Author(s):  
Devrim Erdoğan ◽  
Selim Altun
Keyword(s):  
Fiber Reinforced ◽  
Reinforced Sand

Water-induced changes in strength characteristics of polyurethane polymer and polypropylene fiber reinforced sand

2021 ◽  
Vol 28 (6) ◽  
pp. 1829-1842
Author(s):  
Ying Wang ◽  
Jin Liu ◽  
Yong Shao ◽  
Xiao-fan Ma ◽  
Chang-qing Qi ◽  
...  
Keyword(s):  
Polypropylene Fiber ◽  
Strength Characteristics ◽  
Fiber Reinforced ◽  
Reinforced Sand ◽  
Induced Changes

scholarly journals Creep testing on fiber reinforced sand

2016 ◽  
Vol 2 (66) ◽  
pp. 2264-2267
Author(s):  
Vadim G. Ofrikhter ◽  
Ian V. Ofrikhter
Keyword(s):  
Creep Testing ◽  
Fiber Reinforced ◽  
Reinforced Sand

Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests

2011 ◽  
Vol 29 (5) ◽  
pp. 462-471 ◽  
Author(s):  
Jin Liu ◽  
Gonghui Wang ◽  
Toshitaka Kamai ◽  
Fanyu Zhang ◽  
Jun Yang ◽  
...  
Keyword(s):  
Fiber Reinforced ◽  
Shear Tests ◽  
Reinforced Sand ◽  
Ring Shear ◽  
Static Liquefaction ◽  
Ring Shear Tests

scholarly journals Behavior of Foundations on Reinforced Sabkha Soil: A Numerical Study

2020 ◽  
pp. 15-23
Author(s):  
Lamia Sadek ◽  
Khaled M. M. Bahloul
Keyword(s):  
Finite Element ◽  
Computer Program ◽  
Bearing Capacity ◽  
Numerical Study ◽  
Sand Layer ◽  
Fiber Reinforced ◽  
Reinforced Sand ◽  
Strip Footings

The aim of this research is to investigate numerically the behavior of strip footings resting on Sabkha soil reinforced using two methods. Firstly, using a layer of compacted sand reinforced with random distributed fibers beneath footing. Secondly, using a layer of compacted sand reinforced with geogrids. The benefit of mentioned two methods on the improvement of strip footings bearing capacity and decreasing the settlement was investigated using a finite element computer program Plaxis 2D ver. 8.6. It was found that using two methods increases bearing capacity of strip footings significantly specially using first method (fiber reinforced sand layer). It was observed also that the settlement decreased for the same stress values.

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