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21-202408-G22-1513⼀⽂审稿意⻅与作者答复 Download(259KB)21-202408-G22-1513⼀⽂审稿意⻅与作者答复
Figures of the Article
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Mechanical model for basal anti-heave stability of foundation pits
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Profiles of matric suction
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Active earth pressures on retaining walls
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Vertical anti-sliding forces
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Matric suctions at centroid
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Soil profiles of a foundation pit
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Influences of displacement mode for retaining walls
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Comparisons with limit upper bound solution
Tables of the Article
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编号 名称 厚度/m γ/(kN·m-3) c′/kPa φ′/(°) ① 杂填土 2.5 18.0 — — ② 粉质黏土 2.0 18.9 14.0 13.25 ③ 淤泥粉质黏土 3.8 17.8 1.0 14.75 ④ 淤泥质黏土 7.0 16.9 1.0 6.25 ⑤1 黏土 6.0 17.5 8.0 7.25 ⑤2 粉质黏土 27.0 18.2 9.0 17.00 -
基质吸力/
kPa文献[2] 文献[3] 本文 均布吸力 线性吸力 0 1.25 1.42 1.40 1.40 50 1.25 1.42 1.47 1.43 100 1.25 1.42 1.52 1.46 150 1.25 1.42 1.57 1.49 200 1.25 1.42 1.62 1.51 250 1.25 1.42 1.68 1.54 300 1.25 1.42 1.73 1.56