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- W2378391489 abstract "The geological environmental background of the north slope at 220 kV Yanjin substation is described;and a detailed analysis of deformation mechanism is made from topographic,lithology,geological and hydrogeological conditions,and external loading.The field investigation shows that the deformation of the slope is caused by a combined effect of internal factors,including unfavorable topographical,geological and hydro geological conditions inherent in the slope,and external factor,i.e.,man-made filling.In order to define the calculating parameters,a set of consolidated drained(CD) tests,consolidated undrained(CU) tests,direct shear repeated direct shear tests and uniaxial compressive strength(UCS) tests are carried out.The stability of the slope is assessed using fast Lagrangian analysis of continua in 3 dimensions.The numerical modeling results show that the factor of safety(FOS) of the slope is 1.10 in the natural state,and reduces to 1.03 after filling,which is close to the critical state.After the site is reinforced with piles,the FOS is 1.27.Therefore,the slope is stable after reinforcement measures are taken." @default.
- W2378391489 created "2016-06-24" @default.
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- W2378391489 date "2008-01-01" @default.
- W2378391489 modified "2023-09-28" @default.
- W2378391489 title "Stability study of a fill slope at 220kV Yanjin substation" @default.
- W2378391489 hasPublicationYear "2008" @default.
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