@article{An_Phiệt_Hoàng_Hùng_2012, title={Phân tích trượt sườn dốc theo phương pháp mô hình vật lý có xét đến điều kiện tương thích của lực tương tác}, volume={32}, url={https://vjs.ac.vn/index.php/jse/article/view/994}, DOI={10.15625/0866-7187/32/1/994}, abstractNote={<p>summary<br /><strong>Analysis of slope limit equilibrium slip cycle by physical method regarding to compatible interslice force condition</strong></p><p>Existing traditional slope stability analytical methods use some assumptions such as neglection of interslice forces, resulted interslice force line-focus, and slope angle of acting force. The<br />common point of all the existing slope stability analysis methods is that the compatibility of the sliding and resisting forces on the two parts of the slide masses divided a slice are not taken into account.<br />This paper presents the summary of the mathematical formulation of the "compatible" method to determine the equilibrium slip cycle, considering the compatible interslice force condition, and presents<br />actual programming analysis for several slope conditions for discussion. The application of the slope analysis by this "compatible" method shows comparable results with the results obtained by<br />Bishop simplified method.</p>}, number={1}, journal={Vietnam Journal of Earth Sciences}, author={An, Phan Tiến and Phiệt, Phan Trường and Hoàng, Nguyễn Văn and Hùng, Vũ Đình}, year={2012}, month={Jun.}, pages={18–25} }