Unconsolidated Undrained Behavior of stabilized clayey soil with lime and industrial sludges
Publish place: 8th National Congress On Civil Engineering
Publish Year: 1393
نوع سند: مقاله کنفرانسی
زبان: English
View: 868
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
NCCE08_0677
تاریخ نمایه سازی: 5 مهر 1393
Abstract:
Industrial waste generating has reached up to millions of tons yearly. One way to solve the problem of this large accumulating amount of waste could be to return back to soil. Thus, finding a way for use industrial waste could be a quest for soil improvement studies. Steel and copper sludge are from the main wastes inmetal industrials. Industrial sludge in certain pozzolanic react with soil and water possess cementitious properties compounds. A pozzolan is a siliceous or siliceous and aluminous material which, in itself, possesses little or no cementitious value but which will, in finely divided form and in the presence of water,react chemically with calcium hydroxide at ordinary temperature to form compounds possessing cementitiousproperties. This study illustrates the utilization of lime, steel and copper sludge in stabilization of high plasticity clayey soil. Various replacement ratio of lime and sludge are tested in various curing time. The results gained unconsolidated undrained triaxial test show enormous changes in soil mechanical behavior of soil.
Keywords:
Authors
Reza noorzad
Associate Professor
Sara motevalian
Graduate student
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :