将有限元模拟结果与极限平衡法计算结果结合，判别了台址边坡的稳定性，并建议了边坡防护方案。

Associating the results of the finite element and the limit equilibrium method, the stability of the slope site is distinguished and the protection scheme of the slope is suggested.

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岸坡码头中高承台桩基，其受力特点复杂，是一个典型的被动桩与岸坡相互作用问题。

Pile foundation in the dock structure project has a complex stress character, which is a typical passive pile-soil interaction problem.

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三角洲坡型前缘的物性特征优于三角洲台型前缘。

The reservoir physical characterization in sloping delta front excelled that of mesa delta front.

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