ناشر تخصصی کنفرانس های ایران

لطفا کمی صبر نمایید

Publisher of Iranian Journals and Conference Proceedings

Please waite ..
Publisher of Iranian Journals and Conference Proceedings
Login |Register |Help |عضویت کتابخانه ها
Paper
Title

Influence of Chemical Admixtures on Geotechnical Properties of Expansive Soil

Year: 1400
COI: JR_IJE-34-1_003
Language: EnglishView: 56
This Paper With 7 Page And PDF Format Ready To Download

Buy and Download

با استفاده از پرداخت اینترنتی بسیار سریع و ساده می توانید اصل این Paper را که دارای 7 صفحه است به صورت فایل PDF در اختیار داشته باشید.
آدرس ایمیل خود را در کادر زیر وارد نمایید:

Authors

R. Suresh - Department of Civil Engineering, Pondicherry Engineering College, Puducherry, India
V. Murugaiyan - Department of Civil Engineering, Pondicherry Engineering College, Puducherry, India

Abstract:

The present study is to elucidate and efficacy of Ultra-fine slag and Calcium Chloride in improving the Engineering characteristics of expansive soil. An experimental program has evaluated the effects of Ultra-fine slag ۳%, ۶%, ۹% and CaCl۲ ۰.۲۵%, ۰.۵%,  ۱.۰%, Free swell index, swelling potential, swell pressure, plasticity, compaction, strength, hydraulic conductivity, Cation Exchange Capacity and microstructural XRD, SEM tests of expansive soil and also a statistical tool was used to predict the experimental values of unconfined compressive strength of the soil. Both admixtures were added independently and blended to the expansive soil. Mixing of Ultra-fine slag, CaCl۲ and expansive soil results have shown that plasticity index, hydraulic conductivity, swelling properties of blends decreased and dry unit weight and unconfined compressive strength is increased in combination of soil +۶% of Ultra-fine slag + ۱% CaCl۲. The unconfined compressive strength (UCS) of the samples is again found to decrease slightly beyond ۶% Ultra-fine slag and ۱% CaCl۲. It was found that the optimum quantity of material for a favorable combination of soil +۶% of Ultra-fine slag + ۱% CaCl۲ was taken for further study in view of its economy due to lower CaCl۲ content.

Keywords:

Paper COI Code

This Paper COI Code is JR_IJE-34-1_003. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/1185352/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Suresh, R. and Murugaiyan, V.,1400,Influence of Chemical Admixtures on Geotechnical Properties of Expansive Soil,https://civilica.com/doc/1185352

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 :

  • 1.     Murty, V. R., and Krishna, P. H., "Stabilisation of ...
  • 2.     Mishra, A. K., Dhawan, S., and Rao, S. M., ...
  • 3.     Murty, V. R., and Praveen, G. V., "Use of ...
  • 4.     Lal, R., “Encyclopedia of Soil Science.” Volume 1, CRC ...
  • 5.     Nalbantoǧlu, Z., "Effectiveness of class C fly ash as ...
  • 6.     Nalbantoglu, Z., and Gucbilmez, E., "Improvement of calcareous expansive ...
  • 7.     Zhang, G., Robertson, P. K., and Brachman, R. W. ...
  • 8.     Al-Rawas, A. A., Taha, R., Nelson, J. D., Al-Shab, ...
  • 9.     Puppala, A. J., Intharasombat, N., and Vempati, R. K., ...
  • 10.   Nelson, J.D., Miller. D.J., "Expansive soils: Problems and practices ...
  • 11.   Rao, S. M., and Subba Rao, K. S., "Ground ...
  • 12.   Çokça, E., "Use of Class C Fly Ashes for ...
  • 13.   Ferguson, G., “Use of Self-Cementing Fly Ashes as a ...
  • 14.   Phani Kumar, B. R., and Sharma, R. S., "Effect ...
  • 15.   Cokca, E., Yazici, V., and Ozaydin, V., "Stabilization of ...
  • 16.   Higging, D., "Soil Stabilization with Ground Granulated Blast furnace ...
  • 17.   Miller, G. A., and Azad, S., "Influence of soil ...
  • 18.   Brooks, R., Udoeyo, F. F., and Takkalapelli, K. V., ...
  • 19.   Nadiger, A., and Madhavan, M. K., "Influence of Mineral ...
  • 20.   Reddy, P. N., and Naqash, J. A., "Experimental study ...
  • 21.   Reddy, P. N., and Naqash, J. A., "Effect of ...
  • 22.   Diamond, S., "The microstructure of cement paste and concrete ...
  • Research Info Management

    Certificate | Report | من نویسنده این مقاله هستم

    اطلاعات استنادی این Paper را به نرم افزارهای مدیریت اطلاعات علمی و استنادی ارسال نمایید و در تحقیقات خود از آن استفاده نمایید.

    Share this page

    More information about COI

    COI stands for "CIVILICA Object Identifier". COI is the unique code assigned to articles of Iranian conferences and journals when indexing on the CIVILICA citation database.

    The COI is the national code of documents indexed in CIVILICA and is a unique and permanent code. it can always be cited and tracked and assumed as registration confirmation ID.

    Support