Výsledky vyhledávání - "Diana Willis"

Akademický článek

Effect of fiber length on the consolidation parameters of coir fiber-reinforced soft clay

Autor: Widianti Anita, Diana Willis, Bahti Farid Nur

Publikováno v: E3S Web of Conferences, Vol 429, p 04021 (2023)

Coir fibers are natural fibers with high tensile strength and pressure resistance, making them an alternative soil reinforcement material. However, the effect of fiber length on improving soil consolidation properties has yet to be largely explored.

Externí odkaz: https://doaj.org/article/721fc0c09f5648dc865f9b845042d908

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Akademický článek

Shear strength characteristic of geopolymer fly ash and egg shell powder stabilized clay soil

Autor: Diana Willis, Hartono Edi, Pratama Wahyu Eka, Wardani Weny Irma

Publikováno v: E3S Web of Conferences, Vol 429, p 04024 (2023)

The clay soil can present various issues as a construction and infrastructure material. Clay soil is susceptible to shrinkage and swelling, limited bearing capacity, poor drainage, and erosion. Several techniques, including soil stabilization, draina

Externí odkaz: https://doaj.org/article/eb8b327b380f42e9b7bf2e6dd2f27885

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Akademický článek

Improvement the california bearing ratio of expansive subgrade using SiCC column

Autor: Setyo Muntohar Agus, Diana Willis, Hartono Edi, Widianti Anita

Publikováno v: MATEC Web of Conferences, Vol 195, p 03003 (2018)

In Indonesia, many main roads have been constructed on problematic soil. The chemical improvement is widely used to shallow soil modification and stabilization. This paper introduces the use of a SiCC column to strengthen the load-bearing capacity of

Externí odkaz: https://doaj.org/article/c8f91960eb3742168065b194f119b72e

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Akademický článek

Predicting heave on the expansive soil

Autor: Diana Willis, Widianti Anita, Hartono Edi, Setyo Muntohar Agus

Publikováno v: MATEC Web of Conferences, Vol 195, p 03008 (2018)

The heave of expansive soil information is a fundamental part of the preparation of a foundation design to accommodate the anticipated volume change and consequences associated with the foundation movement over the design life of the structure. The o

Externí odkaz: https://doaj.org/article/a8b381684fbc43ae973acef6a63988af

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