This thesis focused on the warping soil consolidation mechanism under osmotic pressure as to blanket cracks disposal in earth dam
2.
A model test was designed to simulate the consolidation process of warping soil , the validity of theoretical equation and the solution methods presented in this study . actual measurements for excess pore - pressure , void ratio and settlement - time curves all showed good agreement with the corresponding computed values
3.
The corresponding programs in matlab language were presented for various operating mode computations . thus , the excess pore - pressure and void ratio distribution along space - time could be derived . the degree of consolidation , which could be expressed by excess pore - pressure or deformation , was derived for various operating mode and its �� characteristics along space - time showed rules of warping soil consolidation under osmotic pressure
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