By Eng Mazen Abedalkareem Alshorafa
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Extra info for Modifications of Conventional Rigid and Flexible Methods for Mat Foundation Design
Example text
7) in chapter 2 was worked out by the researcher by using the developed computer program software and showed exact results to those values obtained both by hand calculations and by the developed optimized excel sheet. 21) correspondingly. 21): Bending moment diagram screen display by the use of computer program The following chapter will be an experimental testing for a number of selected sand sites to get the subgrade reactions numerical values in addition to analysis of a number of old plate load tests on sandy soil performed by material and soil laboratory of Islamic University of Gaza to be used later in chapter 5 for more exact and accurate analysis.
7. The time interval between each load increment was 15 minutes as the settlement was ceased or its rate is very low. The settlement was recorded for each load increment. 8. The load was increased up to about three times the predictable allowable bearing capacity. 9. 2). 4) signifies the curve fitting for the two different tested samples on the same construction site using a 30 cm plate. 10. 3). 5).
6). 082 Column No. 958 Column No. 964 Column No. 080 Column No. 15) represents the shear and moment numerical values and the construction of shear force diagram and the bending moment diagrams for the four different strips. 11): Shear and Moment numerical values for Strip ABMN Strip ABMN B1 = Column No. 12): Shear and Moment numerical values for Strip BDKM Strip BDKM B2 = Column No. 13): Shear and Moment numerical values for Strip DFIK Strip DFIK B3 = Column No. 14): Shear and Moment numerical values for Strip FGHI Strip FGHI B4 = Column No.