Centrifuge performance of LCSM wall reinforced pile-supported wharf subjected to yard load-induced marine slope soil movement

Lattice cement soil mixing (LCSM) walls are constructed to relief the marine slope soil movement that will trigger failure of the pile-supported wharf, the structural performance and pile-soil interactions after the LCSM implementation are major concerns. This paper investigated motion modes, load-displacement relations, soil and pore pressures, and bending moments of pile-supported wharfs with LCSM walls subjected to yard load-induced slope soil movement via centrifuge modeling. Results showed that the LCSM wall tilted to compress the soil and pile, inducing the tilting of the wharf. The lateral structural displacement was effectively restricted by the LCSM wall compared with that of a nonreinforced wharf, but the LCSM wall was not superior to the other lattice wall type with legs in limiting the lateral structural displacement, and the deep LCSM wall worked better at larger soil movement. The rear piles were evidently affected by slope soil movement and were compressed in the middle part. Soil pressures generally increased with increasing yard loads, whereas their distributions were deeply affected by different LCSM wall depths. Pore pressures were greater around the tilting LCSM wall because of larger soil shear areas but dissipated when soil movement stopped. Bending moment distributions indicated evident waterside curvatures in rear piles, whereas waterside curvatures occurred in the upper part and landside curvatures occurred in the lower part in front and middle piles, the effects of LCSM wall types and depth on bending moment distributions were tremendous.     

基于Vortex的客滚船拉锚仿真分析

针对拉锚试验仿真提出一种分析方法。以某客滚船为研究对象，基于变质量运动学理论，利用SolidWorks和Vortex软件开发、创建一种实时有效的锚系动态仿真方法，并与现场拉锚场景进行比对，以验证该方法的可行性和可靠性，为锚系仿真提供有效参考，并为取代木模试验提供条件。     

大型复杂结构物码头吊装方案设计

以1 500t浮吊的转盘和机房电气房结构物的码头吊装为基础,应用《海洋工程技术指南》和LOC吊装手册指导完成各项安全因数的选取、称重、吊点布置、受力分析及索具选取等,通过分析计算得出满足工厂吊装要求的吊装方案设计,并利用900t桥吊完成大型复杂结构物的吊装,为其他相同码头吊装提供设计指导。     

客滚船盲文导视系统设计

以高端客滚船W0267为研究对象，结合规范相关约束和船籍港相关要求，进行客滚船盲文导视系统设计。根据盲文布置图设计流程，确定盲文标识设计事项，建立有效的生活路线和逃生路线，最终形成盲文布置图。研究可为改善船舶导视系统功能缺失和标识混乱现象、打造人性化和规范化的船舶导视空间提供技术支持。     

浅基岩大荷载透水沉箱码头结构应用及优化

用海政策调整后，传统满堂式沉箱结构+后方回(吹)填方案在获得用海许可存在困难。结合工程实例，通过理论计算和物理模型试验对比，在结构受力、构造及施工方面进行优化，提出沉箱墩+叠合板结构方案，具有岩面浅、波浪高且使用荷载大的特点。该方案在日照港岚山港区得到成功应用，码头运营状况良好，取得良好经济效益，可为类似条件下码头的设计和建设提供借鉴。     

关于旧码头核验工作的研究

通过工程实例,阐述旧码头核验工作的重要性、核验工作的内容和程序、核验过程中碰到的问题及解决办法.