软基处理水泥深层搅拌桩施工控制

水泥深层搅拌桩是进行软基处理的一种有效形式.严格管理水泥深层搅拌桩施工中试桩、施工准备、施工工艺流程、设计参数及要求、施工控制、质量检验等控制环节,对于确保工程质量及安全具有重要作用.     

PHC管桩在软基处理中的应用

软土地基处理,特别是软土层较厚的地基,处理是否到位,对施工质量、进度和工程造价具有直接的影响.实践证明,PHC管桩对深层软土地基处理切实可行、质量可靠、施工方便,跟其他处理工艺相比,具有进度快、造价低的优点.     

客车上水溢流改造技术探讨

针对客车上水溢流存在的问题开发了客车上水溢流控制装置。该装置分为车上和车下两部分。车上部分包括流量调节装置和液位显示控制仪,车下部分主要包括流量传感器、压力传感器及控制箱。并对该技术的改造方案和存在的问题进行了探讨。     

Efficient missing data imputing for traffic flow by considering temporal and spatial dependence

The missing data problem remains as a difficulty in a diverse variety of transportation applications, e.g. traffic flow prediction and traffic pattern recognition. To solve this problem, numerous algorithms had been proposed in the last decade to impute the missed data. However, few existing studies had fully used the traffic flow information of neighboring detecting points to improve imputing performance. In this paper, probabilistic principle component analysis (PPCA) based imputing method, which had been proven to be one of the most effective imputing methods without using temporal or spatial dependence, is extended to utilize the information of multiple points. We systematically examine the potential benefits of multi-point data fusion and study the possible influence of measurement time lags. Tests indicate that the hidden temporal–spatial dependence is nonlinear and could be better retrieved by kernel probabilistic principle component analysis (KPPCA) based method rather than PPCA method. Comparison proves that imputing errors can be notably reduced, if temporal–spatial dependence has been appropriately considered.     

桥梁桩基础施工技术探讨

桥梁桩基础是整个桥梁的重要组成部分,稳定夯实的桥梁桩基础对桥梁起到了重要的支撑作用,桥梁桩基础的质量好坏对整座桥梁的工程质量具有直接的影响.以某桥桩基施工为例,探讨钻孔桩施工技术以及需要注意的重要问题,以供同行参考.     

Improving maritime inventory routing: application to a Brazilian petroleum case

The crude oil offloading and supply problem (COSP) is a type of operation maritime inventory routing (MIR) problem encountered by petroleum companies. In COSP, the company not only is responsible for the ship scheduling to carry the crude oil from production sites to discharge ports but also must maintain inventory levels at both ports (production and consumption) between safety operational bounds to avoid disruptions in its crude oil production and/or refining processes. We show how to improve significantly the decision-making process in a Brazilian petroleum company using a mixed-integer linear programming (MILP) model to represent COSP. Comparison tests with a current ship-scheduling method adopted in the company indicated that the use of the MILP model increased the transportation efficiency and reduced costs by 20% on average. In addition to the quantitative gains, the use of a MILP model to solve COSP has succeeded when encountering real-life events, such as variation in production or consumption rates, berth unavailability, and changes in the storage capacities at ports.     

搅拌桩处理公路软弱地基施工工艺的探讨

以搅拌桩工艺处理软土地基,使其承压性能达到道路施工的必要条件。基于工程实践对其使用工艺进行技术优化,对于提高作业效率和降低工程成本是十分必要的。     

Corrosion rate measurements in steel sheet pile walls in a marine environment

Corrosion of steel structures in the marine environment is a major problem. The deterioration of this kind of structures is costly and difficult to predict both when designing new structures and when estimating the remaining service life time for existing structures. The aim of this investigation was to find indicative values for the corrosion rate of steel sheet piles on the Swedish west coast. Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures. Earlier investigations on the corrosion rates along the Swedish east coast – with salinity from about 0.2% to 0.8% – are still used today as guidelines for the corrosion rate of all steel structures in the Swedish maritime environment even though the salinity on the west coast can be as high as 3.0%.Steel sheet pile wharfs located in the port of Halmstad on the Swedish west coast were inspected by ultrasonic measurements. Three wharf structures with a total length of about 700 m were inspected. None of the inspected wharfs had or have had cathodic protection. The thickness measurements of the steel sheet pile structures were performed by divers.The age of the three inspected sheet pile structures ranged from 36 to 51 years. The dimensions of the original sheet pile sections are known. One of the quay structures is located along a river. The salinity at all wharfs varied from low values at the surface to approx. 2% at the bottom (also in the river outflow).The measured average corrosion rates were in the same order as the design values in the European code. However, the results indicate increased corrosion rates about 1 m below the mean water surface and at the level of the propellers from the ships berthing the most frequented of the inspected wharfs, 3–6 m below water surface.The tolerances of steel sheet thicknesses – usually in the order of ±6% – are often neglected when investigating the remaining thickness in steel sheet piles. A simple calculation model shows that the sheet pile must be almost 50 years of age before an accurate estimation on the corrosion rate can be made, considering the tolerances, if the true original sheet pile thickness is not known.     

高铁湿陷性黄土隧道地基处理浅析

根据湿陷性黄土隧道工程特点,结合宝兰客专客运专线王家岔湿陷性黄土隧道地基加固处理的工程实例,阐述了洞口和洞内两种施工工艺不同的水泥土挤密桩施工方案,分析了隧道内水泥土挤密桩施工对其它工序的干扰和对工期的影响,以及施工振动对初支结构和围岩稳定的危害,提出了有效的控制措施.