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1 <br />1.1 Monitoring <br />~' Early developmem and implemea[adon of a monitoring program are esseadal for proper slope design <br />and pi[ operaaam. Ia nay open ptt mime some slope iastabiliry ran be expeued, varying form beach <br />sloughing to large-scale slope movement It is important tm disda.,uish slope dup(acememts from slope <br />failures that would economically influence the operation. Slopes can be safely maned even [hough they <br />show duplacemeat rates up [a several feet per month. <br />u Objectives of SIope Monitoring <br />A monitoring scheme should provide sys[ematic informadon about the magmimde, rate, and direction <br />of slope movements. This data base will provide a detailed history of the slope and ensure a me[hod <br />' for providing advance warning of slope failures. <br />The primary objeuive of a pit slope monitoring program are: <br />1) To mamtaia safe operarioaal procedures far the pro[euioa of personnel and equipment <br />' 2) To provide advance notice of instability, thus, allowing for the modificarioa of mine plans to <br />m,n;m;~~ the impact of slope displacement and <br />3) To provide geotechnied information useful for analyses of the slope failure mechanisms, and <br />' for conducting fume redesign of the slope. <br />L3 Survey Network <br />' The survey network has several primary fuaaioas: <br /> 1) It es[ablishes a surveillance svs[em to desert initial sages of slope insrabili[y; <br /> i <br />i <br />d <br />i <br /> rect <br />ons an <br />r:t[es <br />s <br />2) I[ provided a detailed movement history is terms of disnlaremeat d <br /> unstable areas; and <br /> 3) It defines the euem of the failure areas. <br /> Primary survey points, used to tie the observation stators co the mine grid baseline, should be located <br /> on stable ground behind the influence of pit e~tvation. These relatively prrmanMr stations are <br /> avai]able in det'**++;~+++g whether movement of the observation statovs has occurred as a result of <br /> slope instability. <br />' i <br />i <br />h <br />' <br /> ole. A locttion 2 to 3 m above the <br />neac <br />toe <br />s <br />Prism targets should be attached to beach fares, if poss <br /> usually preferred. Minor raveling may dislodge the prism if it is looted near the out. If the tazget is <br /> near the toe, ;t could be covered relatively quir]dy by raveled rock debris. Ia some areas, the prism <br />' refleuors wiIl have to be mounted on stnrdy tripods az seleued monitoring points. It is but to allow <br /> newly installed targets to stabilve for one week before readings begin. Initally, the readings maybe <br /> somewhat erratc, but anoverdll trend should soon bemme apparent <br />' f <br />i <br />d <br />i <br />ili <br />bl <br /> ten mon <br />tore <br />e macs are o <br />nstab <br />ty. Sta <br />The frequenry of monitoring will depend oa the degree of <br /> amauaiIy or semi-annually. Suspect arras should be storeyed az least once a man[h as part of a regular <br /> monitoring routae. Adiveiy moving slopes shoa(d be monitored weekly, or even more ftequeaty if <br /> the situation warrants <br /> <br />1 <br /> <br />