Study of soil-retaining wall interaction by the contact finite element method

Ras, Abdelouahab; Bekkouche, Abdelmalek

doi:10.1201/noe0415391245.ch89

Cited by 3 publications

(1 citation statement)

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“…Several designs of retaining walls that have been widely used include Gravity Retaining walls [2,[7][8][9][10][11][12], Cantilever Retaining walls [8], Counter fort Retaining walls [3,8,[13][14][15][16][17][18], Reinforced Soil Retaining walls [5,6,8,[19][20][21][22][23][24][25], and anchored bulkhead [8,19]. Along with its development, the retaining wall design has been added according to applications including the Gravity Retaining wall design [4,16,19,[26][27][28] and Counter fort Retaining wall [19,29].…”

Section: Introductionmentioning

confidence: 99%

Strength Analysis of Soil Retaining Wall Using Numerical Method of Manokwari Landfill

Maryanto¹,

Ruzuqi²,

Waas³

2021

cea

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Section: Introductionmentioning

confidence: 99%

Strength Analysis of Soil Retaining Wall Using Numerical Method of Manokwari Landfill

Maryanto¹,

Ruzuqi²,

Waas³

2021

cea

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Deep excavations

Boone¹

2006

Geotechnical Aspects of Underground Construction in Soft Ground

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Investigation of Natural Composites Matoa Tree Wood as the Base Material for Eco-Friendly House Piles using Ansys

Maryanto

Ruzuqi²

2023

Mat. Sci. Res. India

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Composite materials, in simple terms, are materials that have a multi-phase system composed of reinforcing materials and matrix materials. Composite materials are divided into two types, namely synthetic composite materials and natural composite materials. Wood is a natural composite material consisting of a reinforcement and a matrix. The wood of the matoa tree (Pometia vinnata) is known for its good mechanical strength. The comparison of compressive mechanical strength in this study was conducted on matoa wood and ironwood tree wood (eusideroxylon zwageri). This was performed as supporting data in the discussion of natural composite materials of matoa tree wood as the foundation for environmentally friendly house piles. FEM (Finite Element Method) is a numerical method that analyzes the compressive strength of retaining walls. In this study, the 2D analysis used to determine the compressive strength of the natural composite material of Matoa tree wood. In this study, Matoa wood and ironwood were analyzed for compressive strength using FEM. In this research, three different finite element numbers are based on the software. The Ansys software is used to simulate compressive strength. The results obtained were matoa wood and ironwood, respectively A1 = 6.07e^(-07) MPa, A2 = 1.11e^(-06) MPa, and A3 = 2.09e^(-06) MPa and B1 = 1.17e ^(-06) MPa, B2 = 2.13e^(-06) MPa, and B3 = 4.02e^(-06) MPa. These results indicated that the resistance to mechanical compression test of ironwood tree was greater than matoa tree. However, when it was seen based on the perspective of the impact on the environment, Matoa tree has environmentally friendly properties that are effective and efficient. This is supported by the nature of the matoa tree which is easy to cultivate and its roots do not damage other plants.

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Study of soil-retaining wall interaction by the contact finite element method

Cited by 3 publications

References 0 publications

Strength Analysis of Soil Retaining Wall Using Numerical Method of Manokwari Landfill

Strength Analysis of Soil Retaining Wall Using Numerical Method of Manokwari Landfill

Deep excavations

Investigation of Natural Composites Matoa Tree Wood as the Base Material for Eco-Friendly House Piles using Ansys

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