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Titlebook: Genesis and Properties of Collapsible Soils; Edward Derbyshire,Tom Dijkstra,Ian J. Smalley Book 1995 Springer Science+Business Media Dordr

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樓主: decoction
51#
發(fā)表于 2025-3-30 12:17:32 | 只看該作者
Syringeal Structure and Avian Phonation,s pore water pressure. The classification is not exhaustive. Soils as structured systems behave as all such systems: gradual (smooth) development (deformation) is periodically interrupted by collapses.
52#
發(fā)表于 2025-3-30 13:19:25 | 只看該作者
https://doi.org/10.1007/978-1-4615-5881-1e phenomenon occurs through micro-shearing at the intergranular contacts and is influenced by the clay component in the soils. An explanation of the phenomenon is presented in terms of a modified effective stress equation.
53#
發(fā)表于 2025-3-30 16:46:14 | 只看該作者
54#
發(fā)表于 2025-3-30 22:28:49 | 只看該作者
https://doi.org/10.1007/978-1-4684-7041-3ressure, the collapse must be accounted for in settlement predictions. For stability analysis, the shear strength parameters must be defined for the post-collapse condition once an equilibrium has developed between effective stress, void ratio, and shear stress.
55#
發(fā)表于 2025-3-31 04:24:39 | 只看該作者
56#
發(fā)表于 2025-3-31 05:02:58 | 只看該作者
The Influence of the Clay Component in Loess on Collapse of the Soil Structure,e phenomenon occurs through micro-shearing at the intergranular contacts and is influenced by the clay component in the soils. An explanation of the phenomenon is presented in terms of a modified effective stress equation.
57#
發(fā)表于 2025-3-31 09:39:17 | 只看該作者
Consideration of the Possible Contributions of Amorphous Phases to the Sensitivity of Glaciomarine ew findings and reviews the existing knowledge base on amorphous phases. A model for sensitivity is developed which unites the possible contributions of amorphous phases with the classical leaching theory of sensitivity.
58#
發(fā)表于 2025-3-31 13:41:12 | 只看該作者
59#
發(fā)表于 2025-3-31 17:56:54 | 只看該作者
Book 1995ent, these materials also provide detailed data on changingglobal climates. The selected papers presented here highlight thecommon ground between three scientific groups with a vested interestin a better understanding of collapsible soils. .
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