对于具有极其复杂力学性质的岩土材料，广义位势理论为建立统一的岩土理论模型提供了基础。
The theory is provided large capacity and with wider application field for geotechnical material with complex mechanical properties.
根据广义塑性公设，证明了塑性余位势函数在应变空间塑性区的存在性。
The plastic complementary potential function was proved to exist in the plastic region of strain space by virtue of the new plastic postulation.
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