Results 41 to 50 of about 564 (184)
Expansive subgrade soils pose persistent challenges to pavement and foundation engineering due to their pronounced shrink–swell behavior and limited load‐bearing capacity. This study investigates a hybrid stabilization strategy that combines ordinary Portland cement with sugarcane bagasse fibers and synthetic nylon fibers to simultaneously enhance ...
Shantanu Paul +5 more
wiley +1 more source
The Behavior of Foundation Soil with and without Geosyntethic Reinforcement [PDF]
This paper presents the computed diagrams showing the soil behavior in two alternative calculation hypotheses (with/without geogrid reinforcement) will be compared, so that the positive effect of two geogrid layers used for reinforcement is revealed. The
Felicia NICULESCU-ENACHE
doaj
Testing noncohesive geogrid-reinforced soil in triaxial shear apparatus under cyclic loading
In road base layers, geogrids assume the reinforcement or stabilization function where good interaction between geogrid and unbound base material is important.
Jelena Kaluđer +2 more
doaj +1 more source
INFLUENCE OF REINFORCING GEOGRIDS ON SOIL PROPERTIES
As a part of the research project in progress at the Civil Engineering Faculty in Osijek a new large pullout testing device has been developed and specially instrumented for characterisation of interaction between soil and geosynthetic in a pullout box by measuring wave velocity in the soil around the geosynthetic, before and at stops during pullout ...
Cindrić, Marko +2 more
openaire +4 more sources
Dynamic behavior of geogrid-reinforced sand
Laboratory model tests for the settlement of a surface square foundation supported by a medium dense sand and subjected to cyclic loading of low frequency (1 cps), and transient loading have been presented. These tests were conducted with and without geogrid reinforcement in the soil.
E.C. Shin, B.M. Das
openaire +1 more source
The stiffened deep cement mixing (SDCM) pile utilizes the advantages of the concrete pile and DCM column, and it has been widely used in construction and transportation projects. Nevertheless, the research on the theory of settlement analysis of SDCM pile composite foundation under embankment is relatively limited.
Jian-lin Yu +9 more
wiley +1 more source
Influence of Nonwoven Geotextiles and Geogrids on Shear Strength of Expansive Montmorillonite Clay
This study investigates the impact of different geosynthetic reinforcements on the shear strength and swelling behavior of expansive montmorillonite clay. The results highlight the superior performance of geogrids and biodegradable geocells in enhancing soil stability, reducing swelling, and improving soil strength under varying stress conditions ...
Assel Tulebekova +8 more
wiley +1 more source
Effects of geogrid reinforcement in low volume flexible pavement
This paper presents findings of a study on geogrid reinforced flexible pavement in a low volume road through a three-dimensional finite element analysis. A mechanistic model was developed for geogrid reinforced flexible pavement.
Minkwan Kim, Joo Hyoung Lee
doaj +1 more source
Pullout Behavior of Different Geosynthetics—Influence of Soil Density and Moisture Content
Geosynthetics have increasingly been used as reinforcement in permanent earth structures, such as road and railway embankments, steep slopes, retaining walls, and bridge abutments.
Fernanda Bessa Ferreira +2 more
doaj +1 more source
This study presents an integrated framework model designed for predicting the compressive strength of ultra‐high performance concrete (UHPC). The framework is structured into two primary modules, each comprising three sub‐modules: Module 1: Data collection and pre‐processing (data collection module, data cleansing module, and data preparation module ...
Tao Zhang +5 more
wiley +1 more source

