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A platform for research: civil engineering, architecture and urbanism
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
The article presents the main provisions of an elastic-plastic model of undercompacted clays for predicting the behavior of soils in Central Kazakhstan. It also includes the results of experimental studies and calculations of foundation settlements. As a typical example, the results of long-term geodetic observations of deformations of the bases of blast furnaces at the Karaganda Metallurgical Plant are also analyzed.
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
The article presents the main provisions of an elastic-plastic model of undercompacted clays for predicting the behavior of soils in Central Kazakhstan. It also includes the results of experimental studies and calculations of foundation settlements. As a typical example, the results of long-term geodetic observations of deformations of the bases of blast furnaces at the Karaganda Metallurgical Plant are also analyzed.
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
Zhakulin, A. S. (author) / Zhakulina, A. A. (author) / Zhusupbekov, A. Z. (author) / Nefedov, V. N. (author) / Tungatarov, A. M. (author) / Popov, N. I. (author)
2022
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
| Springer Verlag | 2022
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