Novel Estimation of Time-Dependent Unconfined Compressive Strength of Sand Treated with Cement and Zeolite-Reference-Cited by-同舟云学术

Novel Estimation of Time-Dependent Unconfined Compressive Strength of Sand Treated with Cement and Zeolite

Published:2023-03-23 Issue:5 Volume:41 Page:3217-3224
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

MolaAbasi Hossein^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-023-02428-2.pdf

Reference26 articles.

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2. Celaya M, Veisi M, Nazarian S, Puppala A (2011) Accelerated design process of lime-stabilized clays. In: Geo-Frontiers 2011: advances in geotechnical engineering, pp 4468–4478

3. Consoli NC, Bellaver Corte M, Festugato L (2012) Key parameter for tensile and compressive strength of fiber-reinforced soil–lime mixtures. Geosynth Int 19:409–414

4. Consoli NC, Dalla Rosa Johann A, Gauer EA et al (2012) Key parameters for tensile and compressive strength of silt–lime mixtures. Geotech Lett 2:81–85. https://doi.org/10.1680/geolett.12.00014

5. Consoli NC, Tomasi LF (2017) The impact of dry unit weight and cement content on the durability of sand–cement blends. Proc Inst Civ Eng Improv 171:96–102

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