Magnetic detection method for seabed cable in marine engineering surveying

The detection and identification of the seabed cable is becoming an important task in the marine engineering. The features of the magnetic anomaly can be used to detect the existence of the seabed cable. The magnetic field model is presented, and the consistency of the magnetic anomaly distribution between the simulation of the model and the observed data is verified. The comparison shows that the seabed cable can be effectively detected and identified with reasonable method.     

"钻孔注浆+预应力锚索"对破碎地层滑坡的治理

"钻孔注浆+预应力锚索"工艺被应用在了迪庆变电站滑坡山体的工程治理中.本文在分析滑坡体地层结构、岩性和地形特征的基础上,介绍工程设计、工艺和施工方案.工程效果表明,在破碎岩土区,"钻孔注浆+预应力锚索"工艺治理滑坡效果显著.     

灰色理论在预应力锚索优化设计中的应用

简要介绍了灰色理论的局势决策和线性规划方法,并以实例说明该方法的预应力锚索加固优化设计中的具体应用过程。     

海洋专用CTD单芯电缆传输技术研究

对单芯电缆传输这种通讯技术的原理进行了阐述;分析提出了部分电路、部件的技术指标;作为一种数据传输的手段,对单芯电缆传输技术在海洋专用CTD中的应用进行了相关论述.     

Analytical investigations on loop-manoeuvre of underwater towed cable-array system

The paper reports on analytical case studies on the loop manoeuvre of an underwater towed cable-array system to give an insight into the tactical aspects of their naval applications. The analytical formulation and the solution procedure adopted for this three dimensional dynamic problem is also described. The case studies have been carried out for different loop radii, tow lengths, tow speeds and truncated loops. The resulting X,Y,Z co-ordinates of the towed cable-array and tow-point tensions have been computed. Based on these results, the tow-length to loop radii ratio, leading to cable-array system looping, has been found. The values of speed reduction and turning radius, causing dangerous relaxation in tow-point tension have been worked out. After exit from the loop, the timing required for realignment of the cable-array system with the ship's heading can be obtained from plots of the results. These timings help to plan ship manoeuvres to optimise reestablishment of stable listening conditions during underwater surveillance.     

Experimental and numerical investigations of stresses in a fully grouted rock bolts

Rock bolts are widely used for rock reinforcement in hard-rock mining and civil engineering since a long time. However the use of fully grouted rock bolts and cable bolts is limited in coal mines. In order to improve performance of the rock bolts as a supplementary roof support system for any type of roof condition in coal measured formations, it is necessary to have a good understanding of the behavior of the bolt–grout and grout–rock interactions as well as the mechanism of load transfer in rock bolts.As the performance of grouted bolts depends on bond strength, extensive laboratory pullout as well as pushout tests were conducted in the present investigations with the variations in the bolt diameters, length and cement–water mixing ratios of grout. The load–displacement curves were developed and were verified with the numerical results obtained from finite element analysis using ALGOR software.Numerical models were validated for pushout tests and a detailed analysis was carried out to know the displacement, stress, strain distribution along the bolt.     

岩土锚固理论研究之现状

通过详细介绍地锚荷载传递机理以及岩土锚固作用机理的研究,论述了岩土锚固理论研究的现状,并指出了研究中存在的问题及研究发展方向。     

Structure and evolution of the submarine cable network of Chinese mainland

Journal of Geographical Sciences - Submarine cable network is one of the most important connectivity infrastructures in the digital era. In the past 20 years, the submarine cable network of Chinese...     

Geological information from telecommunications cable route surveys of the continental shelf

Several burial assessment surveys using a seabed plough have been carried out along routes on the United Kingdom continental shelf to assess their potential for cable burial. Detailed information on sediment thicknesses and characteristics within the top meter of the seabed was collected using a survey tool called the Plough Surveyor. Geophysical surveys along these routes have enabled correlation with the plough data. Results include the range of tensions, tension trace characteristics, and typical penetration, and these have been correlated with seabed types and thickness of sediment.     

顺层岩质边坡预应力锚索抗震加固机制研究

将顺层岩质边坡的层面考虑为弱面,将其等效为等间距共线多节理的力学模型。预应力锚索加固边坡的锚固模型等效为平面有限宽度岩体节理问题。并将初始应力和地震荷载引起的附加动应力视为远场作用,锚固边坡的受力问题视为远场作用效果和节理面集中力作用效果的叠加。根据叠加原理计算地震荷载作用下裂纹端部应力强度因子,发现位于裂纹端部的预应力锚索能大幅度降低I型裂纹的应力强度因子。以应力强度因子作为岩体的压剪破坏判据解释顺层岩质边坡预应力锚索的抗震加固机制,能很好地解释汶川地震边坡破坏特点。