کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6779478 1432154 2018 45 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Mechanisms of stabilization of expansive soil with lignosulfonate admixture
ترجمه فارسی عنوان
مکانیسم تثبیت خاک نفوذپذیر با افزودن لیگن سولفونات
کلمات کلیدی
تثبیت با مواد افزودنی، تعاملات فیزیکی شیمیایی خاک و سنگ، ژئوتکنیک ساخت و ساز پایدار،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
The results indicated that the percent swell is intimately related to the amount of water that is adsorbed by the expansive clay minerals. Furthermore, the amount of moisture in an expansive soil is influenced by a small addition of organic (cationic) compound such as LS. The adsorption of LS on the mineral surfaces provided waterproofing effect on soil due to the hydrophobic nature of LS, which in turn contributed to a decrease in the extent of swelling of the otherwise expansive soil. The basal and peripheral adsorption of LS led to smearing and subsequent agglomeration of soil particles restricting water ingress into the soil body. In addition, the cationic exchange between the admixture and the soil particle surfaces (i.e. replacing the negative surfaces on clay lattices) prompted flocculation, which further decreased the soil's affinity to water.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Transportation Geotechnics - Volume 14, March 2018, Pages 81-92
نویسندگان
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