Semi-Empirical Model for Predicting the Swelling Stress of Compacted, Unsaturated Expansive Soils

Abstract

Heaving soils are the most problematic worldwide. These soils develop swelling stress that produces uplift forces detrimental to the foundations. In engineering practice, swelling stress is not considered in general. Considering the swelling stress in foundation design enhances the service life of construction. The oedometer swelling test is the technique ordinarily used to assess the swelling stress. Nonetheless, the oedometer swelling test is cumbersome, time-consuming, making the test unattractive, and not cost-effective for the low-cost housing project. The objective of this research work is to propose a model to predict swelling stress as an alternative to oedometer testing. Geotechnical studies such as Atterberg limits, particle size distribution, free swell ratio, specific gravity, linear shrinkage, suction measurement, Proctor compaction test, and zero-swell test are performed to estimate the soil properties. Multivariate regression analysis is performed using NCSS.11 Program to develop the predictive model. The model is assessed base on the following: determining coefficient value, comparing predicted values with experimental values, comparing the proposed model with other existing models found in the literature. Besides, the Box-cox transformation function is used to improve the accuracy of the model. The developed model can be utilized to assess the swelling stress of compacted heaving soils, and it is much more accurate than other existing models.

Stabilization of Expansive Soils Using Mechanical and Chemical Methods: A Comprehensive Review

“…The objective of mechanical stabilization techniques of ES is the reduction of the expansion potential and swelling stress (SS) without modifying the soil chemistry [14]. Besides, the assessment of the SS of expansive soils can also be performed using the predictive model recently developed by [101].…”

Strength Characteristics of Compacted Fly Ash Treated Expansive Soil due to Wetting-Drying Cycles Repetition

“…Meanwhile, after 1-2 cycles, the mixed soil was 15% FA, the compressive strength was 41% lower, and the stress-strain modulus was 42% lower. The compressive strength of the soil should not decrease as the void ratio and dry density decrease [32], [33]. It was thought to be because water trapped in soil peds is difficult to escape, increasing the degree of saturation and decreasing compressive strength (qu) and stress-strain modulus.…”