By enhancing the applicatıon of grounds for establishment and due to the lack of appropriate sites, engineers attempt to seek out a new method to reduce the weakness of soils. İn aspect of economic situation, various ways have been used to decrease the weak grounds. Because of the rapid development of infrastructural facilities, spreading the construction operation is an obligation. Furthermore...

Designing and building structures infrastructures with alternative environmentally friendly materials is, nowadays, an important step towards a more sustainable society. Recycled Construction Demolition (C&D) have been considered as in different civil engineering applications, such unbound pavement layers structural embankments, which geosynthetics are also frequently applied. If the durability...

methods are proposed to develop idealized moment-curvature response curves of slender rectangular rc wall sections with uniformly distributed longitudinal reinforcement, using limit states, namely, cracking of concrete in tension, tensile yielding of reinforcement layers, and compression failure of concrete. it is recommended that tensile yielding of an inner layer of reinforcement is considere...

Implementation of construction works on weak (e.g., compressible, collapsible, expansive) soils such as peatlands often is limited by logistics equipment and shortage available applicable materials. If preloading or floating roads geogrid reinforcement piled embankments cannot be implemented, then soil stabilization needed. Sustainable in an environmentally friendly way recommended instead appl...

In this paper, the particle shape factor of stone in soil-rock mixture was used as specific research object geogrid pull-out test, combining random generation method and evaluation criteria rock blocks mixture, a feasible for classifying stones according to their factors is presented. By comparing mechanical behavior composed with different material tests under working conditions, we studied it...

The stability of the embankment’s slopes is a critical aspect geotechnical engineering and it essential to guarantee effectiveness factor safety prevent any potential failures in slope both during post-construction. current study consists two parts; first part behavior geogrid-encased granular columns their interaction with soil at shear surface generated by slippage soil, while second changing...

Modular Geogrid Reinforced Soil (GRS) retaining walls, as flexible structures, usually have a certain deformation capacity. However, the damage of facing panels will directly affect durability performance wall and pose threat to safety operation road related facilities. In order study influence different load factors on mode failure characteristics wall, an indoor large-scale model test was car...

Highway widening has become an effective way to improve the carrying capacity of existing expressways. However, assume that differential settlement between new and old subgrades is not controlled. In case, it will lead longitudinal cracks on pavement, which seriously affect safety vehicles. this study, variations elastic modulus dynamic under traffic load were studied by tests. A hyperbolic mod...