Abstract
This is based on a single-hole test which has been developed from conventional packer tests, and consists of three steady-state injection tests (horizontal rotational packer test, vertical packer test and Louis' method) using four packers to create three packed-off intervals in a single borehole. Each of the three tests controls the direction of groundwater flow generated in a media. As a result, three kinds of injection volumetric rate can be obtained from the tests. A three-dimensional finite-element model of the test zone around a single-hole site is constructed; earlier three dimensional seepage flow analyses were carried out for finite element models that show various hydraulic anisotropy. -from Authors
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CITATION STYLE
Nakaya, S., Nishigaki, M., & Kohno, I. (1991). A new method for the field measurement of three dimensional anisotropic hydraulic conductivities in jointed rock mass using a single-hole. Computer Methods and Advances in Geomechanics. Proc. 7th International Conference, Cairns, 1991. Vol. 2, 1577–1582. https://doi.org/10.3208/sandf1972.31.3_185
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