润扬长江公路大桥北锚碇基础施工变形的智能预测——工程实录研究

在应用软科学理论于岩土工程问题变形预测与分析的基础上,结合润扬长江公路悬索大桥北锚碇基础所进行的施工变形监控与预测工作实践,在现场系统开展了对该处特深、特大型锚碇基坑变形的人工智能神经网络多步滚动预测研究,保证了工程施工的安全及其环境维护。进而,与常规采用的传统方法相比,论述了本项研究的创意性。本文采用工程实录方式作了扼要表述。     

公路路基支挡结构物加固技术研究

近年来,国内各地相继出现了公路路基支挡结构物失稳事件,对相关路桥的运营安全造成了严重威胁。由于条件特殊及环境制约,此类工程加固难度很大。结合山东省G104界河立交桥加筋土挡土墙和G205高峪铺公铁立交桥坡间挡土墙的加固,对此类工程失稳的特征、原因及相应的工程对策从理论到实践展开了深入研究,并得到了具有一定推广价值的结论。     

Study on the Configuration of Towed Flexible Cables

Based on the fundamental equation of flexible cable dynamics for a towed system, an easily solved mathematical model is set up in this paper by means of appropriate simplification. Several regular patterns of spatial motion of towed flexible cables in water are obtained through numerical simulation with the finite difference method, and then modification and verification by trial results at sea. A technical support is provided for the towing ship to maneuver properly when a flexible cable is towed. Furthermore, the relations between two towed flexible cables, which are towed simultaneously by a ship, are investigated. The results show that the ship towing two flexible cables is safe under the suggested arrangement of two winches for the towing system, and the coiling/uncoiling sequences of the cables as well as the suggested way of maneuvering.     

Nonlinear Finite Element Analysis of Ocean Cables

This study has focused on developing numerical procedures for the dynamic nonlinear analysis of cable structures subjected to wave forces and ground motions in the ocean. A geometrically nonlinear finite element procedure using the isoparamnetrie curved cable element based on the Lagrangian folmulation is briefly summarized. A simple and accurate method to determine the initial equilibrium state of cable systems associated with self-weights, buoyancy and the motion of end points is presented using the load incremental method combined with penalty method. Also the Newmark method is used for dynamic nonlinear analysis of ocean cables. Numerical examples are presented to validate the present numerical method.     

Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties

Abstract

The present work develops a theoretical model based on a rational mechanical model and the failure mechanism of anchor piles in the seabed, by which the failure mode and pullout capacity of anchor piles under inclined loading can be predicted in the soils with both cohesive and cohesionless properties. Experimental and numerical results are employed to validate the theoretical predictions. Parametric studies are performed to investigate the effects of different parameters on the failure mode and pullout capacity of anchor piles, to demonstrate the applicability and efficiency of the theoretical model and to gain further knowledge of the anchor properties. An analytical method is also proposed to evaluate the optimal position of the attachment point of anchor piles, and confirmed by relevant studies in either cohesive or cohesionless soils.

1. Highlights

2. A novel theoretical model is proposed to analyze the failure mode and pullout capacity of anchor piles.

3. The model is applied to inclined loading and to soils with both cohesive and cohesionless properties.

4. Efficiency and applicability of the model are validated through comparative and parametric studies.

5. A simple expression is proposed to predict the optimal position of the attachment point for anchor piles.

     

Static Design of Cable Mooring Arrays for Offshore Guyed Towers

The key consideration in controlling the dynamic response of an offshore guyed tower subjected to environmental loading is the selection of the stiffness characteristics of the cable mooring array. In the present study, each cable in the array consists of three segments: a leading segment attached to the tower, a short heavy middle segment, and a seabed trailing segment attached at the extremity to an anchor pile. A nonlinear static model is presented in algorithmic form that defines the stiffness characteristics of the cable array. The model involves the inelastic static catenary equations coupled with conditions of geometric compatibility, formulated in terms of seven nondimensional system parameters. The effects of varying each of the system parameters on the stiffness characteristics of example cable arrays are presented and the implications for cable design are discussed.     

MG－1型海缆埋设系统总体设计

ＭＧ－１型海缆埋设系统是专为埋设中日海底光缆研制的。本系统装备于“邮电１号”敷缆船上，是一个经济、高效、具有现代化测控系统的犁埋式作业系统。１９９３年仅用１３个小时就顺利地完成了中日海底光缆中国侧９０ｋｍ的埋设工作。本系统于１９９４年６月通过技术鉴定。１９９５年获得邮电部三等奖。ＭＧ－１系统除可用于埋设海底通信电缆外，也可用于埋设其它海底电缆。本文对系统总体设计中考虑的问题、系统的设计结果以及试验和施工概况作了介绍     

Observed fluxes of water,salt and suspended sediment in a partly mixed estuary

Observations of the residual fluxes of water, salt and suspended sediment are presented for seven stations along the Tamar Estuary. The data include measurements over single spring and neap tidal cycles, and are generally applicable to medium or high run-off conditions.Surface to bed differences in salinity are typically of the order of several parts per thousand. Gravitational circulation is an important component of residual flow in the deep, lower reaches of the estuary. Here, Stokes drift is insignificant. In the shallow upper reaches, the major residual currents are generated by Stokes drift and freshwater inputs. Data are compared with predictions from Hansen and Rattray's (1966) model of estuarine circulation.Salt fluxes due to tidal pumping and vertical shear are directed up-estuary at spring tides, tidal pumping being dominant. Tidal pumping of salt is also directed up-estuary at neap tides, although it is insignificant in the lower reaches, where vertical shear dominates.Tidal pumping of suspended sediment is directed up-estuary near the head at spring tides, and probably contributes to the formation of the turbidity maximum. The existence of the turbidity maximum is predicted using a simplified model of the transport of water and sediment. The model shows that an additional mechanism for the existence of the turbidity maximum is an up-estuary maximum in the tidal current speeds (and thus resuspension). In the lower reaches, transport of suspended sediment is directed down-estuary at both spring and neap tides, and sediment is essentially flushed to sea with the fresh water.     

海底电缆路由的海洋环境研究

本文阐述了海底电缆路由的海洋环境．它包括地质、地理、海洋水文、渔业设施及各种海底障碍物等，是选定海底电缆路由的关键因素．     

小型海洋调查浮标设计的若干问题

文章概述了国外浮标在恶劣海况下发生的恶性事故,从而提出确保浮标安全可靠的重要性和在设计中必须解决的若干问题:合理的选型;正确的计算;可靠的结构和安全的锚锭系统。文章最后指出小型海洋调查浮标有广阔发展的前景。