A number of studies have been conducted recently to investigate the influence of randomly oriented fibers on some engineering properties of cohesive and cohesionless soils. However, few studies have been carried out on freezing-thawing behavior of fine-grained soils modified with discrete fiber inclusions and additive materials. This experimental study was performed to investigate the effect of randomly distributed polypropylene fibers (PP) and some additive materials [e.g.., borogypsum (BG), fly ash (FA) and cement (C)] on freezing-thawing durability (mass losses) of a fine-grained soil for 6, 12, and 18 cycles. The Taguchi method was applied to the experiments and a standard L9 orthogonal array (OA) with four factors and three levels were...
The inclusions of geosynthetic materials (fibers, geomembranes and geotextiles) is a new improvement...
International audienceThe tensile strength of soil is an important mechanical parameter that control...
The thermal conductivity of fine-grained soil, both unreinforced and reinforced with randomly orient...
The freeze-thaw behavior and compressive strength of soil play a significant role in various enginee...
The freeze-thaw behavior and compressive strength of soil play a significant role in various enginee...
Understanding effect of freezing phenomenon in a fiber-reinforced soil structure is essential to fou...
Fly ash is a waste produced mostly from the burning of coal in thermal power stations, which contrib...
WOS: 000432682200034In this paper, a comparison of influences of freeze-thaw action on lime stabiliz...
Compared with plain soil, polypropylene (PP) fiber-reinforced soil has markedly improved mechanical ...
The use of waste materials in civil engineering applications has gained importance nowadays. Consumi...
WOS: 000265993600010The effects of freeze-thaw processes on a natural silt soil stabilized with Clas...
The research is undertaken to study the combined reinforcing and stabilizing effect of Eco sand, Met...
Polypropylene fiber is a common soil reinforcement material which is used to reinforce a common clay...
One of the most damaging environmental conditions to concrete structure is cyclic freezing and thawi...
Silty subgrade soil cannot satisfy the requirements of highway construction because of its low stren...
The inclusions of geosynthetic materials (fibers, geomembranes and geotextiles) is a new improvement...
International audienceThe tensile strength of soil is an important mechanical parameter that control...
The thermal conductivity of fine-grained soil, both unreinforced and reinforced with randomly orient...
The freeze-thaw behavior and compressive strength of soil play a significant role in various enginee...
The freeze-thaw behavior and compressive strength of soil play a significant role in various enginee...
Understanding effect of freezing phenomenon in a fiber-reinforced soil structure is essential to fou...
Fly ash is a waste produced mostly from the burning of coal in thermal power stations, which contrib...
WOS: 000432682200034In this paper, a comparison of influences of freeze-thaw action on lime stabiliz...
Compared with plain soil, polypropylene (PP) fiber-reinforced soil has markedly improved mechanical ...
The use of waste materials in civil engineering applications has gained importance nowadays. Consumi...
WOS: 000265993600010The effects of freeze-thaw processes on a natural silt soil stabilized with Clas...
The research is undertaken to study the combined reinforcing and stabilizing effect of Eco sand, Met...
Polypropylene fiber is a common soil reinforcement material which is used to reinforce a common clay...
One of the most damaging environmental conditions to concrete structure is cyclic freezing and thawi...
Silty subgrade soil cannot satisfy the requirements of highway construction because of its low stren...
The inclusions of geosynthetic materials (fibers, geomembranes and geotextiles) is a new improvement...
International audienceThe tensile strength of soil is an important mechanical parameter that control...
The thermal conductivity of fine-grained soil, both unreinforced and reinforced with randomly orient...