@article{Askar Zhussupbekov_Eun Chul Shin_Zhanbolat Shakhmov_Gulshat Tleulenova_2018, title={EXPERIMENTAL STUDY OF MODEL PILE FOUNDATIONS IN SEASONALLY FREEZING SOIL GROUND }, volume={15}, url={https://geomatejournal.com/geomate/article/view/1012}, abstractNote={<p>The bearing capacity and settlement of pile foundation were greatly influenced by the <br>temperature variations of soil ground around pile foundation. This paper presented a short report about <br>laboratory static load tests by model precast concrete piles (cross-section 4 × 4 cm and length of 60 cm) in <br>seasonally freezing soil ground. The depth of frozen soil was 10 cm, temperature -5℃, -10℃, +20℃. There <br>were many factors influencing on pile foundations, such as ice in the ground, low temperatures and moisture <br>of the soil. A series of tests of model piles in seasonally freezing soil ground were carried out, the results of <br>bearing capacity of pile foundations and a settlement were compared. The results of the experiments were <br>shown in charts. By application of numerical modeling the pile and soil base interaction vertical deformation <br>in thermal changes of soil ground, the different settlement of piles. Modeling of thermal conditions of soils in <br>software in accordance with real conditions on the construction site of Kazakhstan, analysis,and comparison <br>of the obtained results ofthe settlement of pile foundations at low temperatures are presented in the paper.</p>}, number={51}, journal={GEOMATE Journal}, author={Askar Zhussupbekov and Eun Chul Shin and Zhanbolat Shakhmov and Gulshat Tleulenova}, year={2018}, month={Jan.}, pages={85–90} }