Cement developed manufacturing is solitary carbon-dioxide emitting sources besides deformation in addition to ablaze of fossil fuel. Emission of greenhouse gages, such as emitted CO2 to the ambiance. The employment identified the option of by glass fine particles as the incomplete substitute as 0%, 20%, 30%, 40% and intended for its compressive strength up to 7, 14 & 28 existence of era and be compared by conventional concrete. Departure squanders fabric failed to emphasize waste can be old additional efficiently and cause an environmental problem. Glass powder and eggshell powder material is very fine powder material obtained as byproducts of glass during sawing and shaping, and not recycling its causes an environmental problem in the world. The option of using it glass ash powder separately as partial replacement of cement on concrete where studied and evaluated based upon % replacement of cement on concrete where studied and evaluated based upon % of the partial cement replacement with both glass powder.

Most bamboos are used in-house ceiling, Ornament works behavior science of earliest culture regulations. If fresh and dry stages bamboos are equally important, of construction works. Green stage bamboos working process of interlocking formations woodworks and dry stage bamboos are working in support for centering for slabs, tunneling or varies constructional purposes. These papers say about dry bamboos ash to use the sub stained to mixed the partially replaced within 53 grades of cement. In 20, 30, and 40%. And constituent of mixing ratio is M25 grade of concrete (1:1:2). And its process of proper casting of cubes, beams and cylinders to put in to the test analysis for strength, absorption tastings machines and these each types of test result are higher values. Because its better constituent DBA ash mixed with cement substance identical strength attained the concrete cubes, cylinders and beams. And its improved concrete strength and highly interlocking ability of friction bonding into the coarse and fine aggregate of the concrete. And same time its high workability.

Tomography imaging an object is by taking measurements from slice of xy‐planes or cross sections. Nondestructive mapping of the internal structures of a concrete member is a solid body, including intrinsic complexity and anisotropy of the section phase, imperfection, crack, inhomogeneities, and anisotropy. Computed tomography with X‐ray and gamma rays, and electrical impedance tomography, back scattering microwave imaging. X‐rays computed tomography shows promise in high resolution (5 μm) detection cracks and positions of rebar in concrete structure. EIT has the potential for locating rebars water filled fracture, and similar zones of high conductivity of Concrete with the possible of gaining information about corrosion around the reinforcement bars. Back scattering microwave imaging can be used to inspect flat surfaces and to locate rebars within 6 to 7 cm depth from the concrete surfaces. The electrical tomography is a technique in expensive and availability and works fast and easy. X‐ray computed tomography needs a more elaborate and expensive measurements and operations.

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These paper constitute consists of parts of foundations design of under and sub structural plans. First of all, foundations are the lowest artificially prepared parts of the structures which are in direct contact with ground surfaces are known as Foundations. But its different categories for the zones of ground ability. Most of the foundations are normal status and load distribution neutralizations in normal bearing values of depends upon the soils. But rocks and clay soil zones areas not suited for normal sub structural design methods. Its followed by high precious design sections and execute the better results. And followed design methods is used for high precious focus in mountain and steep constructions, Water-bearing area, it's also better suitable in heavy constructions mass base foundation methods of high rise buildings system.