Sivarit Sultornsanee on Muck Rack

Sivarit Sultornsanee

As seen in: MDPI
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Articles

Refined Consolidation Settlement Calculation Based on the Oedometer Experiment for Non-sensitive Clays

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By Artit Udomchai, Sivarit Sultornsanee, Nopakun Phonchamni, Thammanun Chatwong
| preprints.org
You are already at the latest version This study presents an improved analytical approach for one-dimensional consolidation settlement by introducing a revised AJOP (Arc Joint via Optimum Parameters) equation. This modified equation integrates both curved and linear segments within a unified framework, enhancing accuracy across varying stress levels for normally consolidated clay.
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Recalibrated Correlations between Dynamic Cone Penetrometer (DCP) Data and California Bearing Ratio (CBR) in Subgrade Soil

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By Jirawat Chokkerd, Artit Udomchai, Sivarit Sultornsanee, Niwat Angkawisittpan
| MDPI
All articles published by MDPI are made immediately available worldwide under an open access license. No special permission is required to reuse all or part of the article published by MDPI, including figures and tables. For articles published under an open access Creative Common CC BY license, any part of the article may be reused without permission provided that the original article is clearly cited. For more information, please refer to https://www.mdpi.com/openaccess.
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On the Prediction of the California Bearing Ratio (CBR) from the Dynamic Cone Penetrometer (DCP) for Subgrade Soil

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By Jirawat Chokkerd, Artit Udomchai, Sivarit Sultornsanee, Niwat Angkawisittpan
| preprints.org
Preprint Article Version 1 This version is not peer-reviewed Version 1 : Received: 21 May 2024 / Approved: 22 May 2024 / Online: 23 May 2024 (02:55:38 CEST) Chokkerd, J.; Udomchai, A.; Sultornsanee, S.; Angkawisittpan, N.; Jantosut, P.; Sangiamsak, N.; Kaewhanam, N. On the Prediction of the California Bearing Ratio (CBR) from the Dynamic Cone Penetrometer (DCP) for Subgrade Soil. Preprints 2024, 2024051459.
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