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    Dispersivity, collapsibility and microstructure of a natural dispersive loess from Iran

    , Article 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019, 14 October 2019 through 18 October 2019 ; 2020 Sadeghi, H ; Nasiri, H ; Panahi, P. A ; Sadeghi, M ; Sharif University of Technology
    Asian Regional Conference on Soil Mechanics and Geotechnical Engineering  2020
    Abstract
    A new type of collapsible soil was encountered in Southern Iran and caused some serious technical problems including subsidence, collapse and sinkholes during the construction of Zahedan-Chabahar railway. Field observations indicated that in-situ soil contains excessive amount of salts resulting in dispersive features in response to seepage forces in addition to its collapsibility. Therefore, a systematic research plan including field sampling and laboratory testing was carried out to investigate the observed geotechnical features. Results of physio-chemical tests revealed the dominance of Sodium in excess of 70% relative to total dissolved salts, which results in high dispersive potential.... 

    Slope stability of an unsaturated embankment with and without natural pore water salinity subjected to rainfall infiltration

    , Article Yantu Lixue/Rock and Soil Mechanics ; Volume 43, Issue 8 , 2022 , Pages 2136-2148 ; 10007598 (ISSN) Sadeghi, H ; Kolahdooz, A ; Ahmadi, M. M ; Sharif University of Technology
    Biodiversity Research Center Academia Sinica  2022
    Abstract
    Natural soils contain a certain amount of salt in the form of dissolved ions or electrically charged atoms, originated from the long-term erosion by acidic rainwater. The dissolved salt poses an extra osmotic water potential being normally neglected in laboratory measurements and numerical analyses. However, ignorance of salinity may result in overestimation of stability, and the design may not be as conservative as thought. Therefore, this research aims to first experimentally examine the influence of pore water salinity on water retention curve and saturated permeability of natural dispersive loess under saline and desalinated conditions. Second, the measured parameters are used for...