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when the stock was about $22, and the stock kept climbing. Shorting the stock in the subsequent months would have been a very unpro table decision, since the stock climbed hundreds of percent more. Waiting until the price nally mustered enough strength to touch the underside of the trendline at $77.50 would have created a much safer opportunity for the short sale. The typical action after a price break usually does not take as long as that, however. Figure 7.36 shows a more common pattern of the price quickly moving down after the price break, regaining its strength, and then pushing back up to touch the underside of its former support line. The danger of shorting a stock merely because it has broken support is highlighted in Figure 7.37. After the initial break, the stock (Hilton) did indeed fall badly. But it didn t take long for it to recover and make a series of new lifetime highs. A person bearish on this stock would have been wise to wait until the price was just barely underneath the former support level before placing the short. That way, if the price does manage to cross above the line, you can close the position quickly with a relatively small loss. This kind of thinking applies not just to individual securities but to entire markets as well. The NASDAQ Composite (Figure 7.38) broke its support line and, similar to Hilton, initially fell swiftly, gathered its strength, and began moving substantially higher. The market eventually got extraordinarily close to the trendline, which would have represented a very lowrisk price level to short the market. Of course, there s no guarantee a stock or index will have enough strength to get close to its former support



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Ir,,(0'4>'" - D)





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The ICC team considered separating the lighthouse at the oor level, at midheight of the base above grade, and below the base of the lighthouse. International Chimney Corporation rejected all alternatives in favor of lifting the lighthouse from several feet below grade. Separating the lighthouse at oor level was rejected because it would require considerable rehabilitation of brick and stone and separate the work into essentially two large moves. The second alternate was rejected for the same reason. Although work would be more ef cient above grade, the cost for rehabilitation of the stonework and brick masonry above grade would negatively impact the project. A lift of the total structure from below the base was also rejected because of the much greater weight involved, the large vertical distance for the lift, and the expense of working below the water table. Although the total lift alternative is an attractive possibility because of the retention of historic fabric, the overall cost

Figure 3.5.2 An illustration of thl' cascading; of lIlany layers of thicknC'ss D to forlll a thick layer of thickness d.

r ./0

[-z . Illl(~fJ.r(r)\7'ljJf('F))(O,1 ]

(3.5.10)

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where ((),1J) represents the incoherent intensity ('I/)j\7~)f) in direction (e,1J), then I d (e,1J), the downward diffuse intensity duc to scattering is, from (3.5.10), (3.5.2), and (3.5.9).

(3.5.11) cos The angular variables in the argumcnt of the phase function have the meaning of scattering from the (7r - ei ,1Ji) direction into the (7r - e, 1J) direction. Similarly, by using (3.4.31) and (3.4.33), the upward diffuse intensity due to scattering of hnc is, using 1m (~)j(r)\74)f(r))lz=0,

III(e,1J)

FIGURE 7.36 This is typical price action following a trendline break, as prices push up against the former supporting trendline.

(3.5.12)

would be 30 to 50 percent greater than the selected scheme The selected alternative allowed us to perform the majority of work between grade and the water table Cutting through the base with a cable saw provided an opportunity to observe conditions within the stone base and mitigate adverse conditions prior to the lift The builder, Dexter Stetson, did an exceptional job of placing and grouting the Vermont granite stones Cable saw cuts by International Chimney revealed a solid, well-grouted base consisting of large semidressed granite blocks Compressive strength tests made of cores obtained from the granite were in the 16,000 psi range So hard was the granite that cutting through the base required much more time than originally scheduled The ICC team considered and rejected a deep foundation for the rail system as unnecessary Preliminary soil borings indicated that hard stiff sands are fairly close to the ground surface.

Next we consider the cascading of many layers with thickness D to a much thicker layer of thickness d (Fig. 3.5.2). Consider a typical which will now have intensities from many directions impinging upon general direction intensity is denoted by I" (()'.1J') and I d ( 7r - e', cP') o :S ()' :S 7r /2 and () :S q/ :S 27r.

Let us focus on the direction (7f - e, ). The input intensity is Id(e, ), which, according to previous results, will generate a transmitted intensity in the same direction and diffuse intensities in other directions. The "output" transmitted intensity in direction (7f - B, ) is, from (3.5.7),

c~:eD] Id(e, )

(3.5.13)

We examine the diffuse intensity from the scattering of waves from I u (e', ') and Id(e', ') into the direction (7f - e, ). Using (3.5.11) and (3.5.12), these will be cos

B, ; B', ')Iu ( e', ')

(3.5.14) Representing (3.5.13) and (3.5.14) by input and output relations and summing contributions from all directions of Id(e', ') and I u (e', ') to the (7f e, ) direction, we have

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