Performance of Geosynthetic Reinforced Soil Wall and Reinforced Earth Wall Subject to Blast Loading: Experimental and Numerical Study - Reinforced Soil Engineering: Advances in Research and Practice - page 355

Figure 3 Front elevation of RE wall facing blast (not to scale).

the response of the RE wall during both static and dynamic conditions due to
severe time and financial constraints in the project. The dynamic response of the
RE wall was monitored and compared to the RS wall based on visual
observations and photo survey.
Tropical residual soil in Singapore was used in the tests. Several laboratory
tests were conducted to obtain the properties of the soil. All the properties tests
for the residual soil were conducted as per British Standard BS 1377 (1990).

Figure 4

Side elevation of RE wall (not to scale).