Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Stabilisation of expansive soils using lime cement and fly-ash
Download
075896.pdf
Date
1998
Author
İpek, Tuba
Metadata
Show full item record
Item Usage Stats
107
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/1595
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Stabilization of expansive soils by using red mud
Çağlar, Cemre; Çokça, Erdal; Department of Civil Engineering (2019)
Expansive soils are generally existing in semi-arid and arid regions of the world. This type of soils expands when they absorb water and shrink when they dry out. Expansive soils are causing problems to the lightweight structures. The purpose of the study is to suggest a cost-effective alternative method for coping with these problems. The widely used traditional method is the stabilization of the soil with the chemical admixtures. In this study; waste red mud and waste fly ash were used as stabilizers. The...
Stabilization of Expansive Soils by Using Aggregate Waste, Rock Powder and Lime
Yeşilbaş, Gülşah; Çokça, Erdal; Department of Civil Engineering (2004)
Expansive soils are a worldwide problem that poses several challenges for civil engineers. Such soils swell when given an access to water and shrink when they dry out. The most common and economical method for stabilizing these soils is using admixtures that prevent volume changes. In this study the effect of using rock powder and aggregate waste with lime in reducing the swelling potential is examined. The expansive soil used in this study is prepared in the laboratory by mixturing kaolinite and bentonite....
Stabilization of expansive soils using waste marble dust
Başer, Onur; Çokça, Erdal; Department of Civil Engineering (2009)
Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an access to water and shrink when they dry out. Several attempts are being made to control the swell-shrink behavior of these soils. Soil stabilization using chemical admixtures is the oldest and most widespread method of ground improvement. In this study, waste limestone dust and waste dolomitic marble dust, by-products of marble industry, were us...
Permeability of Ankara clay subjected to various compaction efforts.
İskender, Can; Department of Civil Engineering (1971)
Retrofit of Non-Ductile RC Frames with Precast Concrete (PC) Wall Panels
BARAN, MEHMET; Tankut, Tugrul (2011-12-01)
An economic, structurally effective and practically applicable strengthening method had been developed for reinforced concrete (RC) framed buildings. This study presents the test results on strengthening of deficient RC frames by using high strength precast concrete (PC) panels. The idea of the method is to convert the existing hollow brick infill wall into a load carrying system by bonding PC panels on to the plastered hollow brick infills. For this purpose, six (two reference and four strengthened) one-th...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
T. İpek, “Stabilisation of expansive soils using lime cement and fly-ash,” Middle East Technical University, 1998.