The interaction between piles was analyzed with interaction factors, and "restraint" action between piles was considered.
使用相互作用系数的方法分析桩—桩之间的相互作用，同时考虑桩的“加筋”对土的位移场的影响。
On the basis of analyzing the test results, and taking the interaction between piles and cap into account, a new relative stiffness expression of pile-cap was presented.
考虑了桩与承台的相互作用，在对试验结果分析的基础上提出了一种新的桩—承台相对刚度表达式。
The interaction between piles was analyzed by interaction factors, and the simple functions that predict pile-pile interaction factors were given so that the interaction factors were easily computed.
使用相互作用系数的方法分析桩–桩之间的相互作用，同时考虑桩的“加筋”对土的位移场的影响。
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