ASSESSMENT ON THE SLOPE STABILITY OF THE SPAN FROM EJ065+1 TO EJ065+2 ON THE LINE OF GAS TRANSPORTATION PROJECT WEST TO EAST
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Graphical Abstract
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Abstract
Based on the investigation of regional seismic activity, engineering geology conditions and rock masses loading boundaries, and on the physical and mechanic parameters tested indoor, this paper use three dimensional (3-D) numerical model to evaluate the stability of the slopes and afford suggestions to engineering construction in three cases (natural state, saturated state, saturated and shaking state.
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