| Issue |
E3S Web of Conf.
Volume 410, 2023
XXVI International Scientific Conference “Construction the Formation of Living Environment” (FORM-2023)
|
|
|---|---|---|
| Article Number | 03006 | |
| Number of page(s) | 8 | |
| Section | Modelling and Mechanics of Building Structures | |
| DOI | https://doi.org/10.1051/e3sconf/202341003006 | |
| Published online | 09 August 2023 | |
Аassessing the Distribution of Statistical Heterogeneity of the soil deformation modulus based on static soil sensing
Moscow State University of Civil Engineering, Yaroslavskoye shosse, 26, 129337, Moscow, Russia
* Corresponding author: КiryanovaLV@mgsu.ru
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.
© The Authors, published by EDP Sciences, 2023
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