密实卵石地质条件下钢管桩沉桩施工技术
                    
                    作者简介:
陈亚峰,副总经理,高级工程师,E-mail: 13776565636@139. com
                    作者单位:
中交三航局第三工程有限公司,江苏南京 210009
                    
                    摘要:
萨尔瓦多位于火山活动频繁的拉丁美洲地区,拟建码头所在海域的海底由火山灰和碎石堆积而成,近岸为卵石滩。受涌浪长期影响,海底上层形成 5—— 8m 厚密实卵石层,其中部分区域卵石粒径较大,下层为安山岩和凝灰岩。基于工程实际,分析了该地质条件下的施工可行性,提出了冲孔再沉桩工艺,并采用高应变检测技术评估桩身完整性。研究表明,冲孔再沉桩工艺在密实卵石层地质环境中具备良好稳定性和施工效果。
                    
                    
                    
English:
El Salvador is located in a region of Latin America that is prone to frequent volcanic activity.The seabed in the area where the proposed pier will be constructed consists of volcanic ash and graveldeposits,with the nearshore area characterized by pebble beaches. Due to the long-term influence ofsurge waves, a dense pebble layer with a thickness of 5 —— 8m forms in the upper seabed. In some areas,the pebble size is relatively large,while the underlying layers consist of andesite and tuff. Based onpractical engineering considerations, this paper analyzes the feasibility of construction under thesegeological conditions and proposes a punching and pile-driving process. High-strain testing techniqueswere employed to assess the integrity of the piles. The study shows that the punching and pile-drivingprocess exhibits good stability and construction effectiveness in the geological environment of dense pebblelayer.