dc.contributor.advisor | Kevern, John T. | |
dc.contributor.author | Wachira, Kenneth Thenya | |
dc.date.issued | 2018 | |
dc.date.submitted | 2018 Fall | |
dc.description | Title from PDF of title page viewed January 30, 2019 | |
dc.description | Thesis advisor: John T. Kevern | |
dc.description | Vita | |
dc.description | Includes bibliographical references (pages 107-111) | |
dc.description | Thesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2018 | |
dc.description.abstract | The population of East Africa (Kenya) has continued to increase steadily due to rural
urban migration. This has created a large population influx of low-income earners which has
resulted in lack of low-cost affordable housing. Low-cost housing has always been in short
supply and the large urban population has only exacerbated the situation. Furthermore, these
economic migrants are poor and look to the governments for assistance in housing. The lack
of adaptation of new construction techniques and use of locally available low-cost building
materials has made housing to be scarce. Cement is two to three times the cost of
construction lime in East Africa, thus the need to maximize the use of lime. Conventional
building materials (fired bricks and concrete blocks) have proved to be expensive and
unsustainable; stabilized earth is the cheapest of the materials locally available. There is a
huge incentive to investigate the use of sustainable and appropriate technologies that are
affordable in local communities.
This study research project looks at enhancing the use of soil-cement normally used
for compressed stabilized earth blocks (CSEBs) with the addition of lime. Also investigated
is the relationship between soil properties, stabilizers (lime & cement). Areas considered are:
• Proportions between soil and stabilizer will be optimized taking into consideration the
specific characteristics of soil.
• The use of lime and cement in a two-stage mixing process; reduce the shrink swell of
high Plasticity Index (PI) soils by reducing the PI with lime (cure for 24 hrs.). Then
provide strength with cement to ensure blocks are dense and durable with regular
surfaces and edges.
Phase 1 testing revealed improvements in the samples dry and wet compressive strength,
abrasive strength and capillary absorption, compared to the control soil-cement sample.
Phase 2 testing entailed further mix design optimization of the samples with the highest
properties tested in phase 1 by reducing the cementitious (lime and cement) materials used in
the mix designs. | eng |
dc.description.tableofcontents | Overview -- Literature review -- Experimental design -- Test results and discussion -- Conclusions | |
dc.format.extent | xii, 112 pages | |
dc.identifier.uri | https://hdl.handle.net/10355/67043 | |
dc.publisher | University of Missouri -- Kansas City | eng |
dc.subject.lcsh | Cement -- Additives -- Kenya | |
dc.subject.lcsh | Soil cement -- Kenya | |
dc.subject.lcsh | Building materials -- Kenya | |
dc.subject.other | Thesis -- University of Missouri--Kansas City -- Engineering | |
dc.title | Optimization of Soil-Lime and Cement Mixes for Compressed Earth Stabilized Blocks for Low-Cost Housing in East Africa (Kenya) | eng |
dc.type | Thesis | eng |
thesis.degree.discipline | Civil Engineering (UMKC) | |
thesis.degree.grantor | University of Missouri--Kansas City | |
thesis.degree.level | Masters | |
thesis.degree.name | M.S. | |