In-situ experiment of comprehensive treatment technology of collapsible loess foundations and its eftect analysis
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In-situ experiment of comprehensive treatment technology of collapsible loess foundations and its eftect analysis
Vol. 29, Issue S1, (2008)
作者机构:
1. 西安理工大学岩土工程研究所 陕西黄土力学与工程重点实验室,西安,710048
2. 兰州交通大学,兰州,730070
作者简介:
基金信息:
DOI:
CLC:TU413
Online First:15 April 2016,
Published:2008
稿件说明:
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YU Qing-gao, SHAO Sheng-jun, TAO- Hu, et al. In-situ experiment of comprehensive treatment technology of collapsible loess foundations and its eftect analysis[J]. 2008, 29(S1).
DOI:
YU Qing-gao, SHAO Sheng-jun, TAO- Hu, et al. In-situ experiment of comprehensive treatment technology of collapsible loess foundations and its eftect analysis[J]. 2008, 29(S1).DOI:
In-situ experiment of comprehensive treatment technology of collapsible loess foundations and its eftect analysis
For the problem of wetting collapsible loess foundation in railway and highway and dam engineering
the in situ experiment of collapsible loess foundation
dealt with a new comprehensive treatment technology named IDITI method which includes impedance
drainage
interdiction
truncation and infiltration
was carried out under wetting and loading. The results show the settlement of loess foundation dealt with IDITI method is small under wetting and loading and the water content keep invariable after surface founder. The IDITI method is with the anti-seepage and draining double effects. The foundering loess foundation dealt with IDITI method was simulated by numerical method
so as to repeal the water content distribution of stratum. The calculating result also shows the increase of water content is small in treatment foundation. So the IDITI method is feasible.