Effect of Time History on Long-Term Deformation of Gypseous Soils

Studia Geotechnica et Mechanica

article

Mohammed Y. Fattah¹  Yousif J. Al-Shakarchi²  Huda N. Al-Numani³ 

[1] Building and Construction Engineering Department, University of Technology;Civil Engineering Department, College of Engineering, University of Baghdad;Civil Engineering Department, College of Engineering, University of Kufa

关键词: Gypseous soil;    creep;    collapse;    time history;    relative density;   

DOI  :  10.2478/sgem-2022-0011

学科分类：社会科学、人文和艺术（综合）

来源: Walter de Gruyter GmbH

【 摘 要 】

The time-dependent behavior of three gypseous soils was investigated. The soils had gypsum content of 66%, 44%, and 14.8%. The mineralogical and chemical properties of the soils were determined. Two series of tests were performed. In the first, collapsibility characteristics were investigated for a long period (60 days) by conducting single and double oedometer tests. In the second series, the effect of relative density on collapse with time was investigated. The samples were compacted to 40%, 50%, and 60% relative density and then tested. The results of collapse tests showed that the relationship between the strain and logarithm of effective stress has two vertical lines. The first one represents the collapse settlement taking place within 24 h, while the second one represents the long-term collapse. The collapse potential (CP) in both single and double oedometer tests increases when the gypsum content increases from 14.8% to 66% and when the initial void ratio increases. The CP–logarithm of time relationship for soaked samples prepared at different relative densities under 800 kPa indicated that the CP increased with time for the soil sample compacted at 60% relative density and the increase was higher than those compacted at 40% and 50% relative density.

【 授权许可】

CC BY