Review of Secondary Consolidation of Structured Soft Soil
- https://doi.org/10.2991/ifeesm-17.2018.99How to use a DOI?
- Secondary consolidation, Soil structure, Compressibility, Primary consolidation
The mechanical response of natural sedimentary clay is very different from the usual clay due to its highly-developed structure. When the structured soil is loaded, its structure varies accordingly, which results in the corresponding variation of physical and mechanical properties of soft soil. If the soil parameters obtained from the remolded soils are used directly in the structured soil, significant mistake may be caused. The secondary consolidation occurs at the beginning of primary consolidation and becomes predominant at the end of primary consolidation. Background
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Binbin Xu AU - Linbo Xie PY - 2018/02 DA - 2018/02 TI - Review of Secondary Consolidation of Structured Soft Soil BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 522 EP - 525 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.99 DO - https://doi.org/10.2991/ifeesm-17.2018.99 ID - Xu2018/02 ER -