Ecocement for beach erosion control
Beach erosion happens when there is a net loss of sand at beaches and at coastlines. Such erosion has been accelerating in recent years due to sea level rise and human activities. Current solutions to overcome beach erosion includes hard and soft solutions. Hard solutions have negative effects...
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Final Year Project |
| Language: | English |
| Published: |
Nanyang Technological University
2022
|
| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/157547 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Nanyang Technological University |
| Language: | English |
| Summary: | Beach erosion happens when there is a net loss of sand at beaches and at coastlines. Such erosion
has been accelerating in recent years due to sea level rise and human activities. Current solutions
to overcome beach erosion includes hard and soft solutions. Hard solutions have negative effects
on the environment while soft solutions mainly work well as temporary measures. Therefore, a
new approach, Ecocement, was proposed and investigated in this project. Experimental studies
were carried out to test the feasibility and effectiveness of using Ecocement on beach sand to
control beach erosion. Ecocement is the product of a bio-cementation process. It is based on the
microbially induced carbonate precipitation (MICP) process which uses microbes to catalyse
biochemical reactions to produce calcium carbonate precipitates as binding agent for sand
particles. In this project, soybean was used as an alternative to produce catalyst enzymes for the
enzyme induced carbonate precipitation (EICP) process. Besides eliminating biosafety concern,
soybean enzyme is cost-effective to be used for Ecocement. It also reduces carbon footprint by
using sustainable raw materials and simplified extraction methods.
Laboratory tests and on-site tests were carried out to assess the mechanical properties of the
treated beach sand. Unconfined compression (UC) tests were used to measure the shear strength
of the treated sand in laboratory. Penetration tests using a pocket penetrometer were used to test
the strength of the treated sand slope on-site. The effectiveness of Ecocement treatment was also
represented through the measurement of cumulative calcium consumption and final calcium
carbonate content. The experiment results had shown that EICP is feasible in cementation of the
beach sand, thus reducing sediment transportation, and controlling erosion. |
|---|