Soil-water characteristic curve analysis of silt clay in the Garinono formation, Sabah

Suleiman Haji Nassor and Siti Jahara Matlan and Nazaruddin Abd Taha (2024) Soil-water characteristic curve analysis of silt clay in the Garinono formation, Sabah. Transactions on Science and Technology, 11 (1). pp. 1-13. ISSN 2289-8786

[img] Text
ABSTRACT.pdf

Download (38kB)
[img] Text
FULL TEXT.pdf
Restricted to Registered users only

Download (659kB) | Request a copy

Abstract

The Soil-Water Characteristic Curve (SWCC) serves as a fundamental tool for investigating unsaturated soils and comprehending the relationship between soil water content and properties. This study analyses the SWCC for silt clay soil from the Garinono Formation in Sandakan, Sabah. Field sampling and laboratory tests were conducted to gather the soil's physical properties and SWCC data, representing the study area. The primary findings illuminate the unsaturated behaviour of the soil within this formation, providing valuable insights into its water retention capabilities. Through rigorous laboratory testing, the SWCC data reveal how the volumetric water content (VWC) changes concerning varying suction conditions (matric potential). The analysis indicates that the SWCC measured data are best represented by Fredlund and Xing model, encompassing the entire range of suction from lower to higher values. The findings underscore significant variations in the SWCC shape based on the bulk density of the soil samples, a crucial indicator of mechanical properties such as compaction and strength. Additionally, the study discusses the direct impact of soil composition and porosity on the SWCC, deepening understanding of their interrelationships. The study's outcomes hold implications for diverse fields, including geotechnical engineering, agriculture, soil science, and environmental science.

Item Type: Article
Keyword: Soil water characteristic curve; SWCC; Bulk density; Silt Clay; Garinono Formation, Sabah
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General)
T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Underground construction
Department: FACULTY > Faculty of Engineering
Depositing User: ABDULLAH BIN SABUDIN -
Date Deposited: 28 Aug 2024 09:16
Last Modified: 28 Aug 2024 09:16
URI: https://eprints.ums.edu.my/id/eprint/40820

Actions (login required)

View Item View Item