Experimental research on determining method of clay water-resisting
layer and water pressure distribution regularity
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Experimental research on determining method of clay water-resisting
layer and water pressure distribution regularity
Vol. 27, Issue S1, (2006)
作者机构:
1. 铁道第一勘察设计院桥隧处,西安,710043
2. 西南交通大学 土木工程学院,成都,610031
3. 石家庄铁道学院 土木分院,石家庄,050043
作者简介:
基金信息:
DOI:
CLC:TU432
Online First:15 December 2006,
Published:2006
稿件说明:
移动端阅览
WANG Fei, QIU Wen-ge, GAO Xin-qiang. Experimental research on determining method of clay water-resisting
layer and water pressure distribution regularity[J]. 2006, 27(S1).
DOI:
WANG Fei, QIU Wen-ge, GAO Xin-qiang. Experimental research on determining method of clay water-resisting
layer and water pressure distribution regularity[J]. 2006, 27(S1).DOI:
Experimental research on determining method of clay water-resisting
layer and water pressure distribution regularity
The clay layer substance is regarded as water-resisting layer in certain condition in engineering. Through the methods of model test
experimental research was carried out for determining methods of whether the clay layer is water-resisting layer and the distribution regularity of water pressure inside. Certain condition of clay layer for water-resisting layer is found out according to the experimental results; that is found out the relationship among the thickness of clay layer
permeability coefficient and water table height on the clay layer
initiative hydraulic slope is gained for certain clay layer
water pressure distribution regularity is also gained inside the clay layer which has been infiltrated water. Experimental results have some guidance effects for the practical engineering.
Derivation and validation of the motion equation for seepage in unsaturated soils
Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
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