SmartSync Pro 7.0 Build 50 Crack

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Building construction throughout the world faces defects from normal to heavy and destructive like cracks and fractures which cause damagesand finally collapse to heavy life losses along with economical and financial. The crack-like structures are found in walls and columns also. For thepurpose of study, the international experts have classified the smallest allowable standards of these defects which may not be harmful to buildingsand people living there. This research study has been carried out to investigate the main reasons to investigate the causes of cracks in newly completedand used buildings in where some distinct cracks appeared immediately and after some years. Often these cracks seem almost in walls andother structural elements such as columns and beams, with different patterns. The general methods consisting of reconnaissance survey; buildinginspection and laboratory testing were used to investigate the causes of these detrimental cracks. By the use of a reconnaissance survey, factorsthat may lead to the formation of cracks were considered and analyzed. The width, pattern, and conditions of the cracks were identified during thebuilding inspection stage and the soil properties related to the creation of cracks were determined during the laboratory test. Based on the outcomeof the study; there is no evidence of factors such as a matured system that may lead to the creation of cracks in the building; all the cracks are activecracks with their width increasing with time and the soils in the entire block of the building possessed high percentage of fine materials with highmoisture content and plasticity indices. The pore water pressure in this type of soil takes a long time to vanish, which can be expressed by the verylow value of the coefficient of permeability (1.90x 10-7 to 2.15 x 10-7 m/s) acquired from different soil samples collected from the study area. Hencethe cracks in this type of buildings were found to be caused by the settlement of the building due to the nature of the main soil type that was foundin the study area.

The fissures or cracks are generally classified into two majorgroups: the structural cracks and non-structural cracks [7].Structural cracks are of serious concern and should be studied,monitored, and rehabilitated by professionals as they can affect thestability of buildings and the damage can be real. Some structuralcracks are caused by many reasons, and they include the settlementof the foundation, deformation of the structure due to overloading ordesign deficiency, poor construction methods/faults in constructionwork, the movement of the ground such as ground upheaval andlandslide, etc. Similarly, non-structural cracks are cracks that donot harm the stability of the structures, and they usually resultfrom poor concrete mix, poor workmanship, and constructionmethods, improper or non-construction joints and poor structuraldetailing [8]. On the basis of movement or increase in size; Crackscan further be classified into active and dormant cracks and thedifference between an active or working crack and a permanentlyinactive crack or fracture is considered as the active crack can openor close and get longer, but a dormant crack has stopped moving.The expert idea is of great importance to differentiate betweenthese cracks before applying appropriate solutions to the problem[9]. Some soils experienced for engineering purposes may haveshrinkage/swelling potentials and this property of soils leads tothe settlement of structures, the shrinkage/swelling potential ofsoil is controlled by the clay content and its plasticity. Because ofthat is clayey soils have a high liquid limit and plasticity indices.Different factors cause to foundation settlement, and which includevegetation, groundwater lowering, temperature changes, seepageand scouring, mining subsidence, loss of lateral support, etc. [10].

For the assessment purpose, it is very important to study thecauses of cracks in the building; the necessary limits to find are itsplace, pattern, width, length, depth, age and whether it is in actionor not, how dangerous it is and what needs to repair it [6]. BS 8110(1997) [8] is the specification of the most allowable width of cracksin structural elements as 0.3mm and 0.1mm for water retainingstructures. The famous engineer Burland and Day, 1977 providedClassification of cracks based on visual damage to the walls aspresented in table 1 (Table 1).

The repair work was completed in the buildings of the studyarea were repair before handing over of the building to the differentFaculties of and after the buildings were occupied; but still, thecracks continue to exist. Therefore, this study has been carried outto know the root causes and precautionary measures to be takenfor the safety of students and staff.

The study was conducted in three phases; the reconnaissancesurvey; the building inspection and laboratory testing of soilsamples collected from the study area. The reconnaissance survey was the primary purpose of studying the immediate environmentof the building in the target. Grown trees and drainage systemsaround the vicinity of the structure were analyzed with respect totheir influence on the crack development on the building. Four tofive-spot points were selected during this phase of the study fromwhere soil samples were collected for laboratory testing then thebuilding inspection was carried out to diagnose the cracks in thebuilding. Their location, width, depth, and orientation patternof samples for investigation have been identified and measuredusing the standards of building inspection. Measuring tape and,protractor was used for this purpose. The laboratory tests for soilwere conducted on five soil samples taken from five trial pit dug inthe study area. These trial pits are denoted by STP1, STP2, etc. aredenoting the trial pits no 1, trial pit no 2 and so on. The standarddepth of soil samples was 1 to 1.5 m from where the sampleswere collected, and six laboratory tests were conducted on eachsample. The tests were conducted based on the standard procedureand specifications given in BS 1337 (1990) [11]. Details of theprocedures for these tests are outlined in that standard.

On the basis of the preliminary survey conducted the resultindicates that the building was constructed on a nodular limestonehighly fractured formation is overlying soft Shales capped withthinly laminated silt and clay. There are some grown trees nearthe building which can influence the beginning of the cracks andall the seepage systems within the building, areas are little lawnsand gardens. Therefore, the cracks in the building are caused byingress of tree roots in the building or because of water penetratinginto the ground due to lack of proper natural cracks present in thegeological formation sequence.

As the second phase of the building inspection was carriedout by measuring the width, length, and orientation of the cracks.Therefore, starting at the beginning of the study the length andwidth of the cracks were marked and monitoring activities werecontinued from time to time to see whether these two parametersincrease with a gap of time or not. The monitoring process of thecracks indicated that the cracks in the building are active cracks shown by the appearance of new crack edges during the buildinginspection. The majority of these cracks are classified as very severecategorized as stability cracks with an average width greater than20 mm [8] in the foundation walls and greater than the specified0.3mm on the columns, beams, and the staircase slab. This is veryalarming when compared with the maximum acceptable valuegiven by Burland and Day and in BS8110. These cracks are moredreadful on the left-hand side of the building which has moreloading compared to the right-hand side of the building, same as onthe ground floor of the building than on its first floor. These cracksare fastly increasing in depth and width caused by the settlementof the foundation soil and the possible sliding of some parts of thefoundation [4]. The horizontal cracks are wide and of constantwidth throughout their lengths and seem to have occurred at thesame time possibly caused by excessive settlement as a result ofpoorly constructed foundation and poor workmanship. Diagonalcracks have also emerged from the corners of beams pocket, door,and windows edges, and the vertical ones were identified. They maybe caused by the gradual vertical movement of the foundation andconcrete shrinkage. The slab and some of the columns also suffersevere cracks extending through the walls possibly caused by; anuneven settlement in the foundation soil putting the building undertension. Figure 2 shows some of these cracks (Figure 2).

2. The cracks are very severe containing active anddormant, influencing the structural formation of the building,which is caused by soil consolidation under the footings andthe foundation walls; differential settlement of the buildingas a whole and a poor foundation design and/or constructionmethod. 2b1af7f3a8