2016Japanese Geotechnical Society Special PublicationOpen access

Strength characteristics of reinforcement material used in deformed geotextile reinforced soil wall

Hirotake Nakamura, Seiya Yokota, Shinichiro Tsuji, Naoki TATTA

Open full text 0 citations

Abstract

Nowadays, geotextile reinforced soil walls are being used more often, and with that, the number of reports on the deformation of these soil walls is on the rise. But we do not yet fully understand what happens to the reinforcement material within the embankment when deformation occurs. To find out, the authors have studied density, water content ratio, velocity of elastic wave, and strength of reinforcement material of the deformed embankment interior, where the mudstone reinforcement wall was rebuilt after it had been damaged. Studies showed that penetrating groundwater and rain had weakened the mudstone used to construct the embankment, causing deformation. We also confirmed that some parts of the reinforcement material were much fragile and showed considerably lower deformation capacity compared with the new reinforcement material. These findings indicate the possibility of lowered strength and deformation capacity of reinforcement material within the damaged geotextile reinforcement soil wall.

Open-access reader

About this research paper

What this paper is about

Nowadays, geotextile reinforced soil walls are being used more often, and with that, the number of reports on the deformation of these soil walls is on the rise. But we do not yet fully understand what happens to the reinforcement material within the embankment when deformation occurs. To find out, the authors have studied density, water content ratio, velocity of elastic wave, and strength of reinforcement material of the deformed embankment interior, where the mudstone reinforcement wall was rebuilt after it had been damaged. Studies showed that penetrating groundwater and rain had weakened the mudstone used to construct the embankment, causing deformation. We also confirmed that some parts of the reinforcement material were much fragile and showed considerably lower deformation capacity compared with the new reinforcement material. These findings indicate the possibility of lowered strength and deformation capacity of reinforcement material within the damaged geotextile reinforcement soil wall.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Nowadays, geotextile reinforced soil walls are being used more often, and with that, the number of reports on the deformation of these soil walls is on the rise. But we do not yet fully understand what happens to the reinforcement material within the embankment when deformation occurs. To find out, the authors have studied density, water content ratio, velocity of elastic wave, and strength of reinforcement material of the deformed embankment interior, where the mudstone reinforcement wall was rebuilt after it had been damaged. Studies showed that penetrating groundwater and rain had weakened the mudstone used to construct the embankment, causing deformation. We also confirmed that some parts of the reinforcement material were much fragile and showed considerably lower deformation capacity compared with the new reinforcement material. These findings indicate the possibility of lowered strength and deformation capacity of reinforcement material within the damaged geotextile reinforcement soil wall.

Key concepts: Reinforcement, Geotextile, Geotechnical engineering, Deformation (meteorology), Levee, Materials science, Geology, Composite material

Related papers

Back to paper searchBrowse research topicsOriginal source
Strength characteristics of reinforcement material used in deformed geotextile reinforced soil wall — Research Paper | ScholarLens