Investigation of the Cross Section of the Pile Foundation on the Combined Effect of Calculated Stresses on the Resistance of Materials.Penelitian mengenai Penampang Tumpukan Fondasi pada Pengaruh Gabungan Beban Terhitung terhadap Ketahanan Material.MaxmudovnaIsmatova Dilfuzaismatova786@gmail.comXakimovnaXaydarova Kamolaxaydarovakamolaxakimovna@gmai.comUzbekistanUzbekistan27122023
<bold id="bold-6ec3df0c39d39a23bf751d0b0ed1d3f4">Introduction </bold>
Inspection of the cross section of the pile foundation on the combined effect of bending moment, transverse and longitudinal forces, calculated stresses according to the resistance of materials. Determination of non-central compression or elongation of pile foundations from the combined effect of bending moment, transverse and longitudinal forces to evaluate the resistance of the cross-section of the pile foundation [1].
Cross sections of a pile foundation made of the conical foundation moment materials, to test the effect of joint forces during longitudinal and transverse mixing. Naturally, the incisions for assessing the resistance of the pile foundation to the stress moment, as well as the longitudinal forces acting on the joint due to the impact of the central or tapering foundation pile, should look stretched [2]. The moment of foundation of the bending moment and the longitudinal forces are combined when calculating the impact of transverse 2.02.03 building regulations. -98 the number of piles attached to the grillage purchased according to the recommendations should be taken into account depending on how much eccentricity and strain is required in vertical power
<bold id="bold-3a3e6e450c042bf675e6b0392523f2a6">Result and Discussion</bold>
Investigation of the cross section of the pile foundation on the combined effect of calculated stresses on the resistance of materials.
a) low stationary structures that limit the pile of the pile foundation, the values grillage are rotated for this purpose as follows: the moment value and power of calculated bending moment and transverse forceare derived [3].
b) high stationary structures that limit the pile of the pile foundation, the values grillage are rotated for this purpose as follows: the value of the moment and the power of calculated bending moment and transverse force coefficients K are derived.
v) stationary structures of a grill way with a low pile foundation, pile the values appeal to people with a request astransverse incisions in the depth of the foundation pile determine its torque and the value of the bending transverse force as followsdetermined by the formula
g) high-pile foundation, grillage, stationary structures, the values, capable of turning to people behind this turn, put the ground plane of the mouthtransverse incisions to the depth of the foundation pile computational bending cross the value of the moment and power (3) and (4)is determined by the formula, then the external M 0 and N 0 impact of internal planar soil deformations on pile sections.
Seismic design of emergency situations on pile foundations The foundation pile is the basis of the most commonly used low-mounted to rostverks structures. After all that they piled up, the subscriber got the values because of the restriction of the maximum pile moment in the pile in the plane of the base of the heel incisions bending center of the transverse and maximum power the following valueis determined by the formula [4].
(1) – (11) 2.02.03-98 designations all building codes and regulations are specified in the formula. In accordance, it turns out
A prismatic stone that bumps into a pile foundation is most often used in industrial and civil construction. This is a pile (foundation for 9) - (11) in the formula αmand αnzdepending on the depth of the stone, the coefficient determining the pile size is as follows: ℓ=2; αм=1,06; αн з =1,04: αм=0,93;αн з =1,01;
This study delves into the comprehensive examination of pile foundation cross-sections, considering the amalgamated impact of bending moment, transverse and longitudinal forces, and stresses calculated in accordance with material resistance. The determination of non-central compression or elongation of pile foundations resulting from these combined effects serves as a pivotal aspect in evaluating the resistance of the cross-section of the pile foundation. The investigation specifically explores the cross-sectional characteristics of pile foundations constructed with conical foundation materials, assessing the effects of joint forces during longitudinal and transverse interactions. The incorporation of building regulations, such as the 2.02.03-98 standards, in the calculation of the combined impact of bending moment and longitudinal forces when subjected to transverse forces adds a regulatory dimension to the study. The formulaic derivations for various scenarios of low and high stationary structures, in conjunction with grillage values and coefficients, provide a structured framework for practical application in foundation design. Further implications of this research extend to seismic design considerations, emphasizing the importance of restricting maximum pile moments and the subsequent determination of values for optimal foundation performance. The presented formulas and designations conform to established building codes, adding credibility to the study's findings. As future research avenues, exploring the dynamic behavior of pile foundations under varying soil conditions and incorporating advancements in material science could enhance the robustness of foundation design methodologies. In conclusion, this study contributes valuable insights to the nuanced understanding of pile foundation behavior under diverse forces, offering a foundation for further advancements in geotechnical engineering and structural design.