Alternate stabilizers : solution towards reducing sulfate swell in expansive clay subgrades in Dallas district /
additives be used at these two sites in place of lime.
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1997.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | additives be used at these two sites in place of lime. areas, SH 161 and IH 635 when stabilized with commercially available nonstandard stabilizers. From the tests conducted, cementitious reactions, a heaving phenomenon results. This compared to lime. Hence it is recommended that these two construction of pavements is widespread and is considered disruption of the pozzolanic reaction. This research study economical. However under certain conditions, the beneficial effects of lime stabilization is overridden. Proximity of gypsum deposits in the soil formations indicates the presence investigated the material properties of soils in two problem of soluble sulfates. In such areas, when lime is added for Squared were found to show superior qualities regarding stabilization during construction operations, instead of the strength, stiffness, permeability and other properties when swell induced by lime-soluble sulfate reaction is attributed The practice of using lime as a stabilizer during to the formation of expansive minerals and due to the two of the additives tested namely, Roadbond ENI and EMC |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | xvii, 163 leaves : illustrations ; 28 cm. Also available online. Issued also on microfiche from Lange Micrographics. |
| Bibliography: | Includes bibliographical references. |