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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. (Autor:in) / Zhakulina, A. A. (Autor:in) / Zhusupbekov, A. Z. (Autor:in) / Nefedov, V. N. (Autor:in) / Tungatarov, A. M. (Autor:in) / Popov, N. I. (Autor:in)
2022
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Prediction of the Settlement of Foundations by an Elastic-Plastic Model of Clay Soils
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