Bearing capacity of circular skirted footing on clay soil

Listyawan, Anto Budi; Renaningsih,; Kusumaningtyas, N.

doi:10.1088/1757-899x/403/1/012019

Cited by 11 publications

(2 citation statements)

References 3 publications

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“…the comparison of the finite element results with the experimental results that increasing the D/B ratio (skirt depth to foundation width) will lead to an increase in the difference between bearing capabilities calculated by finite element and experimental due to ignoring the important role of skin friction in the perimeter of the larger skirt depth. (Listyawan, et al, 2017) investigated the skirted foundation effect on a clay soil under a vertical load. Nine experiment tests were carried out on the circular foundation with different skirt lengths and different diameters of foundation.…”

Section: Fig 2 Failure Mechanism Of Bearing Capacity With Skirted Fou...mentioning

confidence: 99%

Improving Bearing Capacity by Skirted Foundation: A Review Study

.¹,

.²,

.³

2021

IJCE

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The difficulty that faces the geotechnical engineers how to find the alternative and effective method to improve bearing capacity and reduce foundation settlement. Therefore, the skirt is considered one of the methods to improving the shallow foundation bearing capacity on different soil. The mechanism of skirt work is confinement soil below the foundation and decrease settlement of the foundation. Soil engineers are worked to devise this method as an alternative to pile foundation for conventional buildings. This paper reviews most of these studies of skirted foundations with different types of soil including laboratory tests, field tests, centrifuge models, numerical method and theoretical analysis; these studies are used in investigation the behaviors skirted foundations.

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Section: Fig 2 Failure Mechanism Of Bearing Capacity With Skirted Fou...mentioning

confidence: 99%

Improving Bearing Capacity by Skirted Foundation: A Review Study

.¹,

.²,

.³

2021

IJCE

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“…Soil is the foundation of a construction structure. Soil consists of solid mineral grains that are not chemically bonded to each other and of organic materials that have decomposed and formed solid particles containing liquid and air that fill the spaces between the solid particles [1][2] [3]. Based on its adhesive properties, soil can be classified into 3 types, namely cohesive soil, noncohesive soil, and organic soil.…”

Section: Introductionmentioning

confidence: 99%

Bearing Capacity of Soft Clay Reinforced by Geotextile and Woven Bamboo

Listyawan,

Susanto,

Sugiyatno

et al. 2024

E3S Web of Conf.

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Bearing capacity is a value used to determine the ability of soil to withstand the pressure and load of a construction. One of the methods to increase bearing capacity of soft clay soil is use geotextile material as reinforcement material. The use of geotextile requires high operational costs, so it needs alternative replacement materials with lower prices and easily available, one of which is woven bamboo. The soft clay soil came from Purwosuman Village, Sidoharjo District, Sragen Regency, Central Java with a planned water content of 60.00% and was saturated. The parameters studied were the effect of depth variation using a footing width ratio of 100 mm (B) there are 0.5B, 1B, 1.5B, and 2B accompanied by the width of reinforcement at each depth variation based on the theory of pressure distribution in the soil 2 Vertical: 1 Horizontal. This study conducted physical properties of soil and loading frame testing. Based on the test, the maximum load retained by the soil with reinforcement is greater than the soil without reinforcement by 2455.71%. From the results of the analyses reviewed, the greater the dimension of the reinforcement width, the greater the maximum load value that will be able to withstand.

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