GEOPOLYMER STABILIZED CEMENT DEEP MIXING PILES FOR ROAD EMBANKMENT ON RECONSTITUTED SOFT SOILS
This study was carried out to utilize fly ash and industrial slag based for constructing deep mixing piles. A total of six combinations with slag and fly ash based geopolymer along with cement were used to improve the strength characteristics of soil samples collected from a catchment area of Pad...
Bewaard in:
| Hoofdauteur: | |
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| Formaat: | Thesis |
| Taal: | Engels |
| Gepubliceerd in: |
Department of Civil Engineering, MIST
2024
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| Online toegang: | http://dspace.mist.ac.bd:8080/xmlui/handle/123456789/816 |
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Gelijkaardige items: GEOPOLYMER STABILIZED CEMENT DEEP MIXING PILES FOR ROAD EMBANKMENT ON RECONSTITUTED SOFT SOILS
- GEOPOLYMER STABILIZED CEMENT DEEP MIXING PILES FOR ROAD EMBANKMENT ON RECONSTITUTED SOFT SOILS /
- LABORATORY INVESTIGATION FOR FINDING OPTIMUM MIX RATIO OF FLY ASH AND LRF SLAG BASED GEOPOLYMERS FOR CEMENT SOIL DEEP MIXING /
- BEARING CAPACITY OF RECONSTITUTED SOFT CLAYEY SOIL INCLUSIVE OF SAND COMPACTION PILE /
- EXPERIMENTAL STUDY ON GEOPOLYMER STABILIZED EXPANSIVE SOIL AS SUBGRADE MATERIAL IN ROAD CONSTRUCTION /
- ANALYSIS OF BEARING CAPACITY AND STABILITY ENHANCEMENT IN SOFT SOIL THROUGH SAND COMPACTION PILE /
- EFFECT OF SEASONAL WATERING AND DEWATERING ON SHEAR STRENGTH OF EMBANKMENT SOIL /