Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
9951909 | Transportation Geotechnics | 2018 | 44 Pages |
Abstract
This research investigates the effect of Lignosulfonate (LS), timber and paper industries by-product, in improving physical and geotechnical properties of high plasticity clay from the Amol city in the Mazandaran province, Iran. Long-term behavior of unstabilized and LS-stabilized clay by using direct shear tests were evaluated. In addition, the effect of wetting and drying cycles on the results of direct shear and unconsolidated-undrained (UU) triaxial tests was investigated and compared together. Addition of LS by aggregation of clay particles, enhanced the physical and strength properties of the clay. The effect of LS-stabilization on the internal friction angle of the soil was negligible (only one degree increase). The major part of the improvement in long-term strength of the soil, was due to increased cohesion between soil particles (from 1 to 7â¯kPa). Also, test results revealed that wetting and drying cycles has no considerable effect on the UU triaxial test results (up to 1.86% decrease in maximum deviatoric stress). However, in the direct shear tests, the samples are more affected by wetting and drying cycles (up to 37% decrease in peak shear strength). Scanning electron microscopy (SEM) micrographs revealed that due to the stabilization, the structure of clay was changed from a particle base to an aggregated form. In fact, in this case, the pores in the soil structure have been reduced, which has led to strength increase.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Bahram Ta'negonbadi, Reza Noorzad,