Sandy Soil Improvement Using MICP-Based Urease Enzymatic Acceleration Method Monitored by Real-Time System

<div>Bender element S-wave velocity through biocemented sand: (a) 50-day natural method, (b) 5-day chemically enzymatic-induced method using urease acceleration, and (c) <i>V</i><sub><i>s</i></sub> and G by the 50-day natural method and 5-day chemically enzymatic-induced method using urease acceleration.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Sandy Soil Improvement Using MICP-Based Urease Enzymatic Acceleration Method Monitored by Real-Time System 