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1994
In Section 8.22, we showed that, for material stability, the lateral pressure in the soil may have any value between the maximum or passive pressure p p and the minimum or active pressure p a , the actual value depending on the lateral strains. The condition of zero lateral strain is of particular interest, since it closely approximates to the state of
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In Section 8.22, we showed that, for material stability, the lateral pressure in the soil may have any value between the maximum or passive pressure p p and the minimum or active pressure p a , the actual value depending on the lateral strains. The condition of zero lateral strain is of particular interest, since it closely approximates to the state of
openaire +1 more source
Rare-Earth Doping in Nanostructured Inorganic Materials
Chemical Reviews, 2022Jingyue Fan, Bing Chen, Xian Qin
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Nanofluidics for osmotic energy conversion
Nature Reviews Materials, 2021, Liping Wen, Lei Jiang
exaly
Structure–property–function relationships of natural and engineered wood
Nature Reviews Materials, 2020Chaoji Chen, Yudi Kuang, Shuze Zhu
exaly