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Foundation settlement computations
Published in B.I. Dalmatov, R.B. Zeidler, Soil Mechanics, Footings and Foundations, 2020
In the case of homogeneous soil within the compressible stratum one analyses the following two characteristic types of seepage (Figure 7.14). Homogeneous silty clayey soil in a thick layer (Fig. 7.14a). Seepage develops predominantly in the upward direction. The temporal growth of settlement is computed in approximation as in ‘case 2’.Layer of homogeneous silty clayey soil is underlain by a filter layer located below the apex of the triangular stress graph (Fig. 7.14b). This case can be reduced to ‘case 0’. The height of the triangle graph should be taken as 2ft. If the traingular graph is decomposed along the dashed line shown in Figure 7.14b, then the temporal behaviour of settlement will depend on the rectangular graph of consolidation stress AEFD (‘case 0’) and the triangular graph of consolidation stresses FEB and DCF. The effect of the first triangular graph will be displayed in upward seepage, while the other graph is for downward seepage. As shown, the consolidation due to two triangular graphs corresponds to the seepage of removed water under the effect of the resultant rectangular DCGF, i.e. ‘case 0’.
Graphs from Subgraphs
Published in N. P. Shrimali, Nita H. Shah, Recent Advancements in Graph Theory, 2020
Joseph Varghese Kureethara, Johan Kok
[31] Let G be a graph and let C be the set of C3s of G. Then G(C) is the triangle graph of G with the vertex set C and two vertices are adjacent of two triangles that share an edge.
The min–max order picking problem in synchronised dynamic zone-picking systems
Published in International Journal of Production Research, 2023
Serhat Saylam, Melih Çelik, Haldun Süral
We can track the pathways ofpossible zone configurations to assignpickers toaisles using Pascal’s Triangle graph representation.