The Effect of Drying-Wetting Cycle's Repetition to the Characteristic of Natural and Stabilization Residual Soils Jawa Timur - Indonesia

International Conference of Applied Science and Technology for Infrastructure Engineering

土木建筑工程;材料科学

Muntaha, M.^1

Department of Civil Engineering, Institut Teknologi Kalimantan, Balikpapan, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia^1

关键词: Drying-wetting cycle;    Initial water contents;    Internal friction angle;    Mechanical characteristics;    Pore-water pressures;    Tropical residual soils;    Wetting and drying cycles;    Whatman filter papers;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/267/1/012030/pdf
DOI  :  10.1088/1757-899X/267/1/012030

来源: IOP

【 摘 要 】

Indonesia, which located in tropical region, continuously undergoes wetting and drying cycles due to the changeable seasons. An important role in activating the clay minerals on tropical residual soils is the main factor that affects the static and dynamic properties, such as: volume change, soil suction and dynamic modulus. The purpose of this paper is to evaluate the effect of drying-wetting cycles repetition on volume change, soil suction and mechanical characteristics of natural and stabilization of residual soils from Jawa Timur - Indonesia. The natural undisturbed and stabilized residual soil sample was naturally and gradually dried up with air to 25%, 50%, 75%, and 100 % of the initial water content. The wetting processes were carried out with the gradual increment water content of 25 %(wsat- wi), 50 %(wsat- wi), 75 %(wsat- wi), up to 100 %(wsat- wi). The Direct Shear test is used to measure the mechanic properties, and Whatman filter paper No. 42 is used to measure the soil suction. The drying-wetting processes were carried out for 1, 2, 4, and 6 cycles. The laboratory test results showed that, the void ratio decreased, the unit weight, cohesion and the internal friction angle were increasing due to stabilization. Drying-wetting cycle repetition reduces void ratio, negative pore-water pressure, cohesion and internal friction angle of natural and stabilized soils. Briefly, the decreased of mechanical soil properties was proven from the physical properties change observation.