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引用第7楼mano于2007-10-01 10:02发表的 : $pES>>P Do not worry about that, you can use Duncan-Chang Model, because the response for frozen soil may not have plasticity. You can set up the high Young's Modulus or you can set the frozen soil as linear elastic material.I did have a sample for frozen soil, if you need, I can send that to you!Good luck,
引用第7楼mano于2007-10-01 10:02发表的 : j}^w :W76 Do not worry about that, you can use Duncan-Chang Model, because the response for frozen soil may not have plasticity. You can set up the high Young's Modulus or you can set the frozen soil as linear elastic material.I did have a sample for frozen soil, if you need, I can send that to you!Good luck,
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