Using Limestone Mining Waste to Stabilize Expansive Soils in Ceará, Brazil

Author:

de Souza Batista VanessaORCID,Bandeira Ana Patrícia N.ORCID,Santos Olavo F.ORCID,Durante Ingunza Maria del PilarORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference39 articles.

1. Ahmed AH, Hassan AM, Lotfi HA (2019) Stabilization of expansive sub-grade soil using hydrated lime and dolomitic-limestone by-product (DLP). Geotech Geol Eng. https://doi.org/10.1007/s10706-019-01115-5

2. ASTM (2007) D422–63, Standard test methods for particle-size analysis of soils. ASTM International, West Conshohocken, PA

3. ASTM (2008) D4546–08, Standard test methods for one-dimensional swell or collapse of cohesive soils. ASTM International, West Conshohocken, PA

4. ASTM (2014) D854–14, Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken, PA

5. ASTM (2012) D698–12, Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA

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