Abstract
Cone penetration testing (CPT) has become one of the most commonly adopted in situ tests for site investigations, due to its reliability and repeatability of the measurements and the potential for direct use in design. CPT data we performed to a depth 5m in sandy soils within an area of 50x50m2 of 232 datasets, the significant of cone resistance force were analysis used statistical methods. The heterogeneity of soil deformation modulus was vertical and horizontally in three-dimensional plane analyzed. Data was shows vertically heterogeneity soil deformation but horizontally not heterogeneity.
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