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THE STABILITY EVALUATION AND DESIGN OF THE HIGH SLOPE AT LIANYUNGANG NUCLEAR POWER STATION
连云港核电站高边坡稳定性评价与设计

Keywords: high slope,evaluation of slope stability,nuclear power station,the design of slope,rockmass structure
高边坡
,稳定性评价,核电站,边坡设计,岩体结构

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Abstract:

A high slope with a length over 400 meters will be formed at the Lianyungang nuclear power station after the second period of engineering excavation. After systematically analyzing the engineering geological conditions, the stability of the slope is evaluated by means of engineering comparison and pole projection in corporation with limiting equilibrium method and two-dimensional and three-dimensional finite element method, and the slope design plan is also made.

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