Effect of silica fume on the ultrasonic pulse velocity of cemented sand

One of the geotechnical engineering strategies for dealing with weak soils in a construction site is to modify their mechanical properties with the aid of soil improvement techniques. Chemical stabilization of soil using cement is one of these effective approaches that can considerably enhance workability and shear strength parameters of soil. However, very limited investigations have been carried out to reveal the effect of silica fume on the ultrasonic pulse velocity (UPV) and the ultrasonic stiffness (Eu) of cement-treated sandy soil. For this purpose, in the present research, a series of UPV tests were performed on sand-cement-silica fume specimens. The cement percentages were 3, 5 and 7% and silica fume contents were 0, 0.25, 0.5 and 1% by weight of dry sand. The cylindrical samples were prepared and cured for 3, 7, 14, 28, 42 and 56 days and tested. The results show that inclusion of silica fume to the cemented sand increases UPV and Eu which this enhancement is more pronounced at longer ages. © Published under licence by IOP Publishing Ltd.

Authors
Shooshpasha I.1 , Hasanzadeh A.1 , Kharun M. 2, 3
Conference proceedings
Publisher
Institute of Physics Publishing
Number of issue
1
Language
English
Status
Published
Number
012017
Volume
1687
Year
2020
Organizations
  • 1 Babol Noshirvani University of Technology, Babol, Iran
  • 2 Peoples' Friendship University of Russia (RUDN University), Moscow, Russian Federation
  • 3 Moscow State University of Civil Engineering, Moscow, Russian Federation
Keywords
Geotechnical engineering; Light velocity; Sand; Shear strength; Silica fume; Soil testing; Soils; Stabilization; Cemented sands; Chemical stabilization; Construction sites; Cylindrical samples; Effective approaches; Shear strength parameters; Soil improvement; Ultrasonic pulse velocity; Soil cement
Date of creation
20.04.2021
Date of change
20.04.2021
Short link
https://repository.rudn.ru/en/records/article/record/71744/
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