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The in-place chemical weathering of the mica gneiss of the parent bedrock has produced an upper mantel of residual soils with clayey soils con ned to the upper stratum For the Montague Building, a total of six hand-auger borings with dynamic cone penetration tests ranging 2 to 8 feet in depth were made in the basement area Eight test pits were hand excavated to determine footing con guration, elevation, dimensions, and soil consistence immediately below the footing base To the exterior of the building, a truck-mounted drill rig was used to advance borings made in accordance with ASTM Speci cation D-1586 utilizing a hollow stem auger Soil samples were obtained with a split-barrel sampler driven to a depth of 18 inches or to a blow count of 100 blows with a 100-pound hammer falling 30 inches.



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= 47rfJ(1'l-1'j)J(1'2 -1'j).

(8.2.15)

Substituting (8.2.2), (8.2.9), and (8.2.15) into (8.2.14), the four Dirac delta functions in TjTj* cancel the 4-fold MlM2M3M4 integrations. We obtain

Mj(47r)2IfI 2IG Olm(1',1'j)'l/'m(1'j)1 2

J /0

(8.2.16)

2(K~'z + K;~)'

(8.2.17)





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This is one of the most basic rules offered to traders (more completely, cut your losses and let your winners run). It would seem obvious for people to let pro ts grow. The reason this often doesn t happen is based on a human impulse articulated by another old saying: You ll never go broke taking a pro t. People love to take pro ts, and often they take them far too soon. For every person that enjoyed a 1,000 percent return on a stock, there are hundreds of other people who bought the exact same stock at the exact same time and took a 10 percent pro t and felt they were a nancial genius (until the stock kept moving higher). It feels good to take a pro t, because it means you not only get to pocket the extra cash, but also you eliminate the risk of holding the position in the rst place. Unfortunately, instead of letting winners run and cutting losses short, it is human nature to let losers run and cut winners short. A person holding a losing stock will always nd many reasons to hold onto that position, hoping that it will turn around. And a person with a pro t has the urge to

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where A is the illuminated area of the layer of scatterers. Note from (8.2.4b)

The standard penetration resistance N, denoting the number of blows per foot, is an indication of the in-place density strength and foundation support capacity The soil samples were placed in glass jars, sealed, transported, and visually classi ed in accordance with ASTM D-2488 In the basement, where access was prohibited to the truck-mounted drilling machine, hand augers were utilized Handheld penetration testing was performed through the augured holes with a portable dynamic cone electrometer which utilizes a 15-pound steel ring weight falling 20 inches on an E rod slide guide The blows for 1 -inch increments were recorded These cone resistance values were correlated to the standard penetration values to.

K,2 - k 2 sin 2 ()i = K:; - K:~2 2K'K" = 2K:zK:~ For this case K' ~ k and K:~ KIz' Then K iz "" K' cos, ' ().

(8.2.18a) (8.2.18b) (8.2.18c)

Since the attenuation rate is much smaller than the wavenumber, we have the following approximate relation from (8.2.18b) and (8.2.18c):

(8.2.19)

(8.2.20)

where /-Li = cos Bi . Similarly,

47fn o lfl 2 2K"

(8.2.22)

bank that pro t as swiftly as possible. But small pro ts can never pay for large losses, and in the end, taking this approach will create a shrinking portfolio. So what you should do instead is simply hang on to the position as long as it doesn t violate your stop price (or until such time as it reaches your target). This is how multi-hundred percent returns are created.

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