Soil Water Retention Behaviour of a Sandy Clay Fill Material

被引:1
作者
Toll, D. G. [1 ]
Asquith, J. D. [1 ]
Hughes, P. N. [1 ]
Osinski, P. [2 ]
机构
[1] Univ Durham, Sch Engn & Comp Sci, Durham, England
[2] Warsaw Univ Life Sci, Dept Geotech Engn, Warsaw, Poland
来源
ADVANCES IN TRANSPORTATION GEOTECHNICS III | 2016年 / 143卷
基金
英国工程与自然科学研究理事会;
关键词
Embankment; Unsaturated soil; Soil water retention curve; Tensiometer; CLIMATE-CHANGE; IMPACTS;
D O I
10.1016/j.proeng.2016.06.039
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The performance of transportation networks is critically dependent on the performance of cutting and embankment slopes. An instrumented embankment has been established at Nafferton farm in North East England to investigate the response of an embankment to changing climatic conditions. Higher pore water pressures (near to hydrostatic) were observed during winter months (typically January) falling back to lower values in March. The pore water pressures showed generally positive values in the upper 3 m of the embankment although suctions existed at 4.5 m depth. Soil water retention curves (SWRC) are essential to understand the changes in water content and suction that can take place during seasonal cycles and during extreme weather events. SWRCs for the embankment soil have been measured in the laboratory using novel high suction tensiometer based equipment. The results confirm that wetting and drying paths for the soil show significant hysteresis. The major differences occur in the first cycle of drying and wetting and smaller differences are seen in subsequent scanning curve paths.
引用
收藏
页码:308 / 314
页数:7
相关论文
共 14 条
  • [11] Toll DG, 2012, ENG GEOL SPEC PUBL S, V26, P151, DOI 10.1144/EGSP26.17
  • [12] Toll D G., 2012, Handbook of Tropical Residual Soils Engineering. Ed. by
  • [13] Advances in suction measurements using high suction tensiometers
    Toll, David G.
    Lourenco, Sergio D. N.
    Mendes, Joao
    [J]. ENGINEERING GEOLOGY, 2013, 165 : 29 - 37
  • [14] Toll DG, 1999, COMPUTING DEVELOPMENTS IN CIVIL AND STRUCTURAL ENGINEERING, P237, DOI 10.4203/ccp.63.7.3