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PERMFILE57051
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PERMFILE57051
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Entry Properties
Last modified
8/24/2016 10:59:28 PM
Creation date
11/20/2007 5:17:22 PM
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Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Permit File
Doc Date
6/18/1999
Doc Name
OBJECTORS EXHIBITS
Media Type
D
Archive
No
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8rineTield Subsidence ar Windsor, Onlario • <br />Only four of the reference points in tltc south- <br />tvesterly area have experienced a change of cleaa• <br />lion in excess of 6.5 inches in the period of <br />observation (1954 to 1968). Of these, hvo arc lo- <br />cated within the sinkhole area, mid the other hvo <br />are within 100 Feet of it. The data suggest a north- <br />westward or westward tilt involving a subsidence of <br />66 inches at the westerly end of the tilted area, and <br />an elevation of 12.5 inches of dte easterly end. The <br />tilting movement took place at a rapidly decreasing <br />rate until about 1965, when the rate of movement <br />of the three subsiding points seems to have as- <br />sumed afairly constant rate of about one inch per <br />year. The reference point which went up had <br />apparently become stationary by the beginning of <br />1967. <br />Inasmuch as the notable subsidence in the years <br />following sinkhole formation took place at a rap- <br />idly decreasing rate, it is probably attributable to <br />settlement and readjustments in the rock debris <br />underlying the broken rock surface at depth. The <br />apparently constant rate of settlement of about <br />one inch per year presently experienced by three <br />of the reference points in or near the sinkhole azea <br />is of the same order as that observed in many areas <br />v,•here salt extraction has been practiced. It appears <br />to result from the slow creep of salt pillars, <br />whether left by design in salt mining or fortui- <br />tously during brine extraction. It differs qualita- <br />tively as well as quanti[atiyely from the accelerat- <br />ing subsidence associated v,dth progressive roof <br />failure. <br />MECHANISM OF SUBSIDENCE <br />After the formation of the sinkhole in February, <br />1951, it was clear that the gradual subsidence of an <br />area with a diameter of abort[ 2000 Eeet as well as <br />the rapid subsidrncc of its central portion were the <br />result of the collapse of the roof of one or more <br />cavities in underlying salt bed;. heverthcless, the <br />data then available left a number of unanswered <br />questions- In his report of October 27, 1954, Dr. <br />liarl Terzaghi suggested two alrernaticr hypotheti- <br />cal models of the events which led to sinkhole for- <br />mation, One of these involved subsidence of only <br />that part of the rock surface which tmderlies the <br />sinkhole, i. e., localized rock subsidence. The sec- <br />ond involved the more conventional hypothesis of <br />the subsidence of the rock surface underlying the <br />entire subsiding area, i.e., general subsidence. <br />Concerning the hypothesis of localized settle- <br />ment, he ,,Tote, in part, as follows: <br />305 <br />"lF the bedrock s~zcc surrounding the sinkhole <br />area remained practically stationary throughout <br />the years, the observed subsidence can only be ex- <br />plained b}• assuming [liar tl,c bedrock surface in <br />the sinkhole area... descended through a space <br />with a columc equal to that through which the <br />surrounding ground surface mo,rd down. It must <br />further be assumed that the clay advanced in radial <br />directions towards the sinkhole area, from dis- <br />tances of more than one thousand feet .. . <br />... 1'et a Clovv of clay over such dis- <br />tances ...beneath an almost horizontal surface is a <br />process without knov,•n precedent. Therefore the <br />writer cannot accept it unless check borings show <br />[hat the quantity oC cla}• located above the sub- <br />sided portion of the rock surface has reall}• in- <br />creased ..." <br />The recommended check borings were never <br />made, bttt tvvo other items of information suggest <br />that the settlement of the surface of the ground <br />outside the sinkhole area vvas not the result of flow <br />of clac toward the center of the bou•I of subsid- <br />ence. The first of these concerns the character of <br />the clay. In the opinion of man}' who are familiar <br />v,ith i[, this clay is a stiff and highly immobile <br />material. The second item is the great redaction in <br />the rate of settlement of points located in periph- <br />eral parts of the subsiding area following sinkhole <br />formation. If [low of cla}' had taken place prior to <br />the major subsidence, such flow should have con- <br />tinued therefore, because the average gradient <br />toward the center of the bowl v,•as at least as high <br />after the subsidence and subsequent filling opera- <br />tion as it vvas prior to sinkhole formation. It thus <br />appear; that the h} pothesis of localized subsidence <br />is no longer tenable. <br />If, as suggested by the second hypothesis, the <br />subsidrncc of the ground surface vvas everywhere <br />essentially identical with that oC the bedrock, the <br />rock surface underlying a large area outside of [he <br />sinkhole subsided at rates which were locally as <br />great a; 7 inches per }'ear. Such a rate of subsid- <br />ence could be explained onl} iE this area ,sere <br />underlain by one or more cavities with inadequate <br />roof support. <br />if surface settlements did indeed accurately re- <br />flect the deformation of the bedrock surface, suc- <br />cessive surface profiles provide a valuable clue to <br />the nature of the deformation of the bedrock sur- <br />face. Figure 5 shows a series of such profiles <br />through the westerly part of the bowl of subsid- <br />ence, from a point within the sinkhole area to the <br /> <br />
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