摘要：本文结合工程实例。通过现场试验分析CFG桩在桥头段软基中承受的土应力、承担的荷载情况以及通过现场观测沉降量情况，得出CFG桩＋袋装砂井方案对于处理桥头不均匀沉降具有较好的效果。
注：因版权方要求，不能公开全文，如需全文，请咨询杂志社
热门期刊服务
Journal of Semiconductors Journal of Genetics and Genomics Journal of Systems Engineering and Electronics Journal of Hydrodynamics Chinese Journal of Chemical Physics International Journal of Computing Journal of Systematics and Evolution Journal of Systems Science and Complexity Chinese Journal of Structural Chemistry Chinese Annals of Mathematics Series B Chinese Annals of Mathematics,Series B Journal of Computer Science and Technology