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Force distribution among slope-protection structure pile rows
Conclusions 1. For design of slope-protection retaining structures consisting of rows of piles whose lower ends are elastically embedded in a fixed soil mass while their upper ends are free, use can be made of the following distribution of the slide pressure (in fractions) among the pile rows (the first row is reckoned from the slide pressure transmission side): in a two-row structure: 1st row, 0.55; 2nd row, 0.45; in a three-row structure, 1st row, 0.5; 2nd, 0.3; 3rd, 0.2; and in a four-row structure, 1st row, 0.35; 2nd, 0.3; 3rd, 0.2; 4th, 0.15. 2. For design of slope-protection retaining pile structures with a cast-in-place reinforced concrete cap rigidly joined to the pile heads, uniform distribution of the slide pressure among the pile rows can be used.
Force distribution among slope-protection structure pile rows
Conclusions 1. For design of slope-protection retaining structures consisting of rows of piles whose lower ends are elastically embedded in a fixed soil mass while their upper ends are free, use can be made of the following distribution of the slide pressure (in fractions) among the pile rows (the first row is reckoned from the slide pressure transmission side): in a two-row structure: 1st row, 0.55; 2nd row, 0.45; in a three-row structure, 1st row, 0.5; 2nd, 0.3; 3rd, 0.2; and in a four-row structure, 1st row, 0.35; 2nd, 0.3; 3rd, 0.2; 4th, 0.15. 2. For design of slope-protection retaining pile structures with a cast-in-place reinforced concrete cap rigidly joined to the pile heads, uniform distribution of the slide pressure among the pile rows can be used.
Force distribution among slope-protection structure pile rows
Ginzburg, L. K. (author) / Koval, V. E. (author) / Lapkin, V. B. (author) / Vaskovskaya, V. S. (author)
1990
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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