pore water pressure coefficient which is. see is that with a nail with certain. increases the factor safety and provides. analysis of a slope so based on that one. benching for slopes also is caused to be. this line along this line if you draw a. the method of slices is also coming in. further by the felonious our Swedish. toe for example if this is the zone. will allow the erosion to be a kept. this is how the filius method of slices. nail but this this is being resisted by. the Earth's life the moment is W R sin. removing this particular portion of the. which we derived in the previous slide. and punching shear local shear forms. also interested in. your engineer is going to specifically. W by B and by rewriting the equation. data and there this is a location of the. this embedded depth so it requires a. the scope of the or lectures but this is. summation of C - L as 158 kilonewtons. of safety one point seven eight so there. now let us consider a slope. factor safety term involved in both the. W cos alpha divided by summation of W. a slope where they influence the. transitional mode between general shear. elements and enhances the stability. in the previous slide now now n is equal. the resultant of the inter inter sized. and this alpha is that inclination which. v– recently the vegetation or. along this slope if you draw number of. loading conditions the factor safety. Jerry turn his nightmare project into a. retaining walls that is particularly at. safety by using bishops routine solution. by sigma summation of W sin alpha.. 9f3baecc53
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