Vertical and Horizontal Laboratory Permeability Measurements in Clay Soils

作者: W.B. Wilkinson , E.L. Shipley

DOI: 10.1016/S0166-2481(08)70547-6

关键词: Permeability (earth sciences)CreepPore water pressureGeologyPermeameterSoil waterGeotechnical engineeringDissipationConsolidation (soil)Hydraulic head

摘要: Publisher Summary This chapter discusses the vertical and horizontal laboratory permeability measurements in clay soils. The direct measurement of k v permeability, h , soils validity Darcy's law materials may be considerable importance estimating pore water pressure dissipation, settlement rates, few with this as specific purpose have been made. enable a better estimate field consolidation behavior to made either marked creep properties or more pervious macro structure. first effect is clearly demonstrated by tests on one undisturbed three remolded clays. Tests demonstrate second point are, at present, being was generally valid, exception occurring organic where permeant not chemical equilibrium fluid changing under constant hydraulic gradient occurred, possibly result particle migration. new permeameter systems functioned well throughout tests. A possible difficulty interpretation radial flow test results because smearing drains. It can solved measuring seepage distribution across sample base.

参考文章(15)
Permeability and capillarity of soils Permeability and capillarity of soils, Symposium, 1966, Atlantic City, New Jersey, USA. ,(1967) , 10.1520/STP417-EB
T C Kenney, Pore Pressures and Bearing Capacity of Layered Clays Journal of the Soil Mechanics and Foundations Division. ,vol. 90, pp. 27- 56 ,(1964) , 10.1061/JSFEAQ.0000643
Peter W. Rowe, Laing Barden, A New Consolidation Cell Geotechnique. ,vol. 16, pp. 162- 170 ,(1966) , 10.1680/GEOT.1966.16.2.162
Laing Barden, CONSOLIDATION OF CLAY WITH NON-LINEAR VISCOSITY Geotechnique. ,vol. 15, pp. 345- 362 ,(1965) , 10.1680/GEOT.1965.15.4.345
DALE SWARTZENDRUBER, Modification of DARCYʼS Law for the Flow of Water in Soils Soil Science. ,vol. 93, pp. 22- 29 ,(1962) , 10.1097/00010694-196201000-00005
Harold W. Olsen, Darcy's law in saturated kaolinite Water Resources Research. ,vol. 2, pp. 287- 295 ,(1966) , 10.1029/WR002I002P00287
P W ROWE, SUMMARY. THE INFLUENCE OF GEOLOGICAL FEATURES OF CLAY DEPOSITS ON THE DESIGN AND PERFORMANCE OF SAND DRAINS. Proceedings of the Institution of Civil Engineers. ,vol. 39, pp. 465- 466 ,(1968) , 10.1680/IICEP.1968.8075
P. L. Berry, W. B. Wilkinson, The Radial Consolidation of Clay Soils Geotechnique. ,vol. 19, pp. 253- 284 ,(1969) , 10.1680/GEOT.1969.19.2.253