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

Table 1

Constants for calculating S-wave velocity and shear modulus by BE tests.

Parameters	Symbol	Value
Length of tested sand (m)		0.085
Total length between the transmitter and the receiver of BE (m)		0.0055
Time delay correction (s)		4 × 10^−6
Sand density (kg m^−3)		1470