Affiliation:
1. Universiti Tun Hussein Onn Malaysia
2. Universiti Teknologi Malaysia (UTM)
3. Community College of Batu Pahat
Abstract
Lime is widely used as chemical stabilizer in soft soil stabilization. However, lime is reported to be less effective when dealing with organic soil. It is believed that the organic matter in the soil will retard the pozzolanic reaction which is responsible for strength enhancement. The heterogeneity nature of the organic matter in the soil makes the study complicated and reduced the repeatability of the test results. Hence, artificial organic soil with known organic matter and content are preferred by researchers when repeatability of the test results are required in determining the influential effect of each contribution factor. Various factors such as additive contents, effect of aging (curing periods), curing temperature, density of materials and moisture content are reported by previous researchers as the potential contributing factors towards the strength development. It is believed that the interaction of the factors also will contribute to the strength enhancement. Hence, this study is carried out to evaluate the contributing factors and its interactions on strength development of artificial organic soils with known type and contents of organic matter. Statistical design of experiment (DOE) approach was utilized to evaluate the factors and its interaction on the strength development of lime stabilized artificial organic soils by using commercial statistics package. Three main factors were investigated: effect of organic content, effect of curing periods, and effect of additive, while other factors namely curing temperature, molding water content, types of compaction and compactive effort were keep constant through controlled experiments. Processed kaolin (inorganic material) is mixed with humic acid (organic matter) to simulate the organic soil which comprised of inorganic soil and organic matter. The density of the soil specimen and its moisture content were recorded before and after the curing process. General Linear Model (GLM) was utilized to determine the significance of the main factors, two-factor interactions, and three factor interactions. The significance factors and interactions were utilized in multiple regression analysis to develop the strength prediction model which can be utilized to predict the strength of stabilized materials within the inference space defined by the experiment.
Publisher
Trans Tech Publications, Ltd.
Reference14 articles.
1. F. G. Bell: J of Engineering Geology, Vol. 42 (1996), pp.223-227.
2. BS1924-2. Stabilized materials for civil engineering purposes. Part 2: Methods of test for cement-stabilized and lime-stabilized materials, BSI Institution, Oct (1990).
3. T. López-Lara, J. B. Hernández Zaragoza, G. R. Serrano Gutierrez & V. Castaño M.: Electronic Journal of Geotechnical Engineering (EJGE) (2005), Paper 2005 -0597.
4. S.M. Rao, & P. Shivananda: Geotechnical and Geological Engineering, Vol. 23, No. 1 (2005), pp.79-85.
5. S. Z. George, D. A. Ponniah and J. A. Little: Construction & Building Materials, Vol. 6, No. 4. (1992), pp.247-252.
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献