Transient lateralresponse of pile subjected to lateral impulse load at the pile head is studied.
解析地研究了桩顶受到横向冲击荷载时桩的瞬态横向动力响应。
2
Based on a two-stage method, a simple elastoplastic solution was outlined for computing the lateralresponse of passive pile subjected to surcharge action.
采用两阶段分析方法，提出了堆载与邻近桩基相互作用的弹塑性解。
3
Effects of pile-to-pile interaction factors on the lateral seismic response of pile groups were analyzed.