Results 71 to 80 of about 4,832 (219)

Viscous Behaviour of Geogrids; Experiment and Simulation

Soils and Foundations, 2007
The viscous properties of three types of geogrid polymer were evaluated by sustained loading tests lasting for 30 days at a load level about a half of its nominal rupture strength. The sustained loading tests were performed during otherwise monotonic loading (ML) at constant strain or load rate, unlike the conventional creep tests, in which the strain ...
KONGKITKUL, W., HIRAKAWA, DAIKI, TATSUOKA, FUMIO   +2 more
openaire   +2 more sources

Experimental and Numerical Investigation of Reinforced Soil Slopes With Vertical Rib and Inclined Reinforcement: Application to Embankment Slopes

Advances in Civil Engineering, Volume 2026, Issue 1, 2026.
Reinforced soil technology is widely applied in slope stabilization, yet the optimal configuration of reinforcement remains a key design challenge. This study presents a comprehensive investigation of vertical rib‐reinforced and inclined‐reinforced geogrid layouts through scaled physical model tests (1:10) and finite element simulations using MIDAS GTS.
Peiyuan Wu, Zhongxiang Lu, Xuqing Pang, Yuzhen Ma, Xinkai Han, Yurui Lyu, Yucheng Li, Manoj Khandelwal   +7 more
wiley   +1 more source

Advantages and Limitations of Multi-Layer Geogrid Stabilization for Roads Constructed on Soft Subgrades [PDF]

E3S Web of Conferences
This research investigates the performance, benefits, and constraints of multi-layer geogrid stabilization in road construction over soft subgrade soils through a combination of laboratory tests.
Shahkolahi Amir, Gallage Chaminda
doaj   +1 more source

Bioengineering Techniques for Controlling Riverbank Erosion in Rivers Originating From the Chure Region of Western Nepal

Applied and Environmental Soil Science, Volume 2026, Issue 1, 2026.
Bioengineering plays a vital role in soil conservation and stabilization, particularly in controlling erosion along riverbanks originating from the Chure (Siwalik) range. These rivers are seasonal, with little to no surface water during the dry season but experiencing unexpectedly powerful floods during the monsoon period.
Roshani Bhatta, Gandhiv Kafle, Nidhi Chaudhary   +2 more
wiley   +1 more source

Strength and Volume Change Behavior of Expansive Subgrade Soil Treated With Cement, Sugarcane Bagasse, and Nylon Fibers

Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
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, Sazid Alam Shurid, Abdullah Muhammad Asif, Fayeq Tazwar, Promita Chakraborty, Mohammad Rezwan Habib   +5 more
wiley   +1 more source

Geogrid-confined pervious geopolymer concrete piles with FRP-PVCconfined concrete core: Concept and behaviour

, 2019
The use of fibre reinforced polymer (FRP) and polyvinyl chloride (PVC) as strengthening materials for piles was found to be a promising scheme, due to their high strength-to-weight ratio, high durability and high anti-corrosion ability.
Haiqiu Zhang (20122668), Muhammad Hadi (19585066)   +1 more
core  

Evaluation of the Properties of Granite–Bamboo Chips Sustainable Concrete Confined in Basalt Mesh

Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
The construction industry urgently requires sustainable alternatives to conventional concrete to reduce the high carbon footprint and environmental degradation associated with the extraction of natural aggregates and the use of steel reinforcement. This study investigates the structural performance of granite (G)–bamboo chip (BC) concrete, confined and
Paschal Chimeremeze Chiadighikaobi, Abbas Abdulhussein Abd Noor, Mubarak Adedeji Sule, Qais Abdulrahman Ali Qais, Galina Erikovna Okolnikova, Vladimir Jean-Paul, Osman Saffia-Doe   +6 more
wiley   +1 more source

USAGE OF GEOGRIDS IN FLEXIBLE PAVEMENT DESIGN

, 2018
As on 31st March 2018, estimates the total road length in India 6,603,293km (4,103,096 mi) making the Indian road network, the second largest road network in the world after the united states. But the roads are not giving the desired result due to poor CBR value. Roads in India have mostly the problems like the formation of potholes, ruts, cracks and
P MADHU GANESH YADAV, SINGALAREDDY BHARATH, MEKALA MANOJ KUMAR, MALLEM NIRANJAN REDDY, GADIKOTA CHENNAKESAVA REDDY   +4 more
openaire   +2 more sources

A Simplified Settlement Calculation Method for Stiffened Deep Cement Mixing Pile Composite Foundation Under Embankment

Geofluids, Volume 2026, Issue 1, 2026.
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, Lin Hu-wen, Yang Xue-lin, Zhou Jia-jin, Mao Zi-hao, Guo Jin, Sheng Yue, Yan Wei, Zhu Jin, Jianyong Han   +9 more
wiley   +1 more source

Soil-geogrid interaction: The shear zone thickness of seafloor sediments with geogrid compared to filling materials

In geotechnical applications close to marine areas, using soil with rounded gravel that waves have left on the seafloor as fill material can help ensure the sustainable use of natural resources.
Ok, Bahadir, Aker, Altan
core   +1 more source