Synthetic Mechanics For Participate
Material Such As Soil
Author(s)
R. Kitamura
Abstract
;
A new approach is proposed for the synthetic mechanics of soil based on the
consideration on the soil particle scale by the probability theory. In this approach
participate material such as soil is regarded as an assembly of particles and voids
filled with gas and/or fluid, i.e., a multi-phases' material. From this point of
view the mechanical behaviors of soil are investigated based on the motion of
particles and fluids in voids. In this paper the proposed approach is briefly
reviewed for the compression and shearing, the saturated-unsaturated
permeability, consolidation, heat transfer, the debris flow.
1. INTRODUCTION
It is commonly said by geotechnical researchers and engineers that the modern
soil mechanics was established by K. Terzaghi (1925). The style of the current
soil mechanics is considere
Keywords
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