This study introduced at first the background of numerous highway widening projects that have been developed in recent years in China. Using a large ground settlement simulator and a fiber Bragg grating (FBG) strain sensor network system, a large-scale model test, with a similarity ratio of 1:2, was performed to analyze the influence of differential settlement between new and old subgrades on p...

In this paper, the membrane effect of geogrid reinforcement was investigated based on numerical simulation to understand serviceability and deformation highway piled embankments under moving vehicle loads. The in low (i.e., ratio embankment height pile spacing is less than 1.5) clearly emphasized. It has been found that maximum settlement occurs central area between piles, tension concentrated ...

The study pertains to the investigation of the effect of embedment on the load carrying capacity and settlement of strip foundations on sand reinforced with geogrids. Geogrid being an inextensible reinforcing material is widely used all over the world mainly for retaining walls, abutments slope protection and below the foundation in poor soil. Some research works have been done the investigator...

Geosynthetics are widely used in earth retaining structures such as steep slope and wall. The stability of the depends on interaction between geosynthetics soil at reinforced area known reinforcement mechanism. mechanism structure usually difficult to be analysed thoroughly. It is because preliminary study pull-out resistance durability material not taking into account before it has been site l...

Waste tires have excellent mechanical performance and have been used as reinforcing material in geotechnical engineering; however, their interface properties are poorly understood. To further our knowledge, this paper examines the pull-out characteristics of waste tire strips in a compacted sand, together with uniaxial and biaxial geogrids also tested under the same conditions. The analysis of ...

The primary components of successful engineering projects are time, cost, and quality. use the ring footing ensures presence these elements. This investigation aims to find optimum number geogrid reinforcement layers under subjected inclined loading. For this purpose, experimental models were used. parameters studied number, including spacing number. value is 0.5B. And as load inclination angle...

The mode of the reinforced embankment overlying voids was generated based on discrete element software. By changing vertical distance H and horizontal L, influence void position bearing capacity characteristics, displacement field, stress field its reinforcement deformation law analyzed when a local overload applied. Numerical simulation results show that geogrid is symmetrical around center lo...