Prefabricated prestressed squared piles are very often used in wharf engineering.

码头工程中桩基设计经常使用预应力空心方桩.

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Piling deviation has always been crucial for quality control of pile foundation engineering of piled wharves.

高桩梁板式码头桩基施工中,桩的偏位问题始终是桩基工程质量控制的重点.

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The shear modulus of soil is a random and the stress - strain relationship of soil is linear.

在本算例中,桩所在的土体的剪切模量为一随机场,土的应力应变关系为线性.

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For many layers foundation, the negative friction is calculated, regarding each layers clay as even.

对于多层土地基中桩基负摩阻力的计算, 本文是把各层土体视为均质的整体土层来求解的.

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The pile filler body presents the form of a string of bead in the layering soil.

在分层土中桩体呈串珠状,桩与桩间土呈“咬合”和“抱紧”的现象.

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