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mix must be tested for compliance with these properties The test methods are provided in ASTM C 270 When a mortar mix has thus been established to be in compliance with the standard s physical properties, the relative proportions of that mix are then used to make mortar in the field with one exception The exception is water content Water in the laboratory-prepared mortar mix that is tested for physical property compliance is limited to that which will produce a flow of 110 plus or minus 5 percent This water content is not sufficient to produce a mortar with workable consistency suitable for laying masonry units in the field Mortar used in the field must be mixed with the maximum amount of water that is consistent with workability so that the initial rate of absorption of the masonry units (suction) can be satisfied That is, the mortar must be able to accommodate the masonry units that will reduce the mortar water content by absorbing some water (and cement fines) into the unit pores The reduced water content of the laboratory-prepared mix mimics the water content of the fieldmixed mortar after some water has been absorbed by the masonry units against which it has been placed The properties of field-prepared mortar, with its higher water content, will differ from those listed in Table 216 Therefore, field-prepared mortar cannot be compared to the requirements of ASTM C 270 for evaluation of compliance ASTM C 780 Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry may be used to evaluate plastic and hardened mortar, either before or during its use in construction ASTM C 1324 Standard Test Method for Examination and Analysis of Hardened Masonry Mortar may be used to determine the proportions of component materials in hardened mortars after placement There is no ASTM test method to determine whether a hardened mortar sample complies with the property specifications of ASTM C 270.

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(939)

This is a problem in the calculus of variations An iterative solution for updating the value of (p,q) during the (n + l)th iteration is given by P~+1 ~J

.

(9AO) (9A1)

When a mortar is specified by properties, a laboratory-prepared sample of the proposed mortar mix must be tested for compliance with these properties

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where * denotes the average values computed in a 2 x 2 neighborhood, and the subscripts i, j denote discrete coordinates in the image plane Note that although the computations for a given iteration are local, global consistency is achievedby the propagation of constraints over many iterations The basic procedure described above has been improved in many ways Details may be found in references at the end of the chapter Although the basic principles of shape from shading are simple, there are many practical difficulties which limit its usefulness In particular, the reflectance properties of the surfaces are not always known accurately, and it is difficult to control the illumination of the scene

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Assume that all surfaces in the scene have Lambertian (diffuse) reflectance For a point light source in a particular direction, the lines of constant reflectance (constant brightness) are defined by second-order polynomials Each point (x, y) in the image will have brightness E(x, y), and the possible surface orientations (p, q) will be restricted to lie along a curve in the reflectance map defined by some second-order polynomial Suppose that the same surface is illuminated by a point light source in a different location Although the surface reflectance will be the same, the reflectance map will be different since it depends on both reflectance and illumination The surface orientation corresponding to a given point in the image will be constrained to a different second-order curve in gradient space If a surface is illuminated with one light source and the image irradiance is measured, and the same surface is illuminated with a different light source and the image irradiance is measured again, then the pairs of image irradiance measurements will provide two equations for every point in the image that constrain the surface orientation The basic idea is to solve the two equations at each point (x, y) in the image for the surface orientation p(x, y) and q(x, y) Since the equations of constraint are second-order polynomials, three equations will be needed since a pair of second-order equations in two unknowns does not have a unique solution This is the method of photometric stereo, illustrated in Figure 95 There is a radiometric effect that has been omitted in the discussion so far: all incident light is not radiated from a surface This effect can be easily incorporated into the image irradiance equation with an albedo factor:

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