共查询到19条相似文献，搜索用时 156 毫秒
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本文对于淤泥质海岸上的路堤，采用竹筋土工布加固软基的处理方法，进行了三种作用机理的分析研究和不同方法的整体稳定性分析计算，提出了旋转式复合滑动和相应的稳定计算方法，同时还对竹筋格栅按弹性支承结构进行了力学分析与计算。结果表明，这种加筋效果既满足使用要求，又易于施工，比较经济，是一种较为理想的软土海堤的加固方法。 相似文献
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渐新世花港组是东海陆架盆地西湖凹陷发育的最主要储层，基于普通薄片、铸体薄片、扫描电镜和荧光显微观察，结合同位素地球化学对东海陆架盆地西湖凹陷花港组砂岩储层的成岩作用、成岩序列及成岩流体演化进行了研究。结果表明，花港组砂岩储层目前处于中成岩阶段B期，主要经历了机械压实、绿泥石粘土摸、酸性及碱性溶蚀作用，石英次生加大，碳酸盐胶结和自生高岭石胶结等成岩作用。研究区发育有三期碳酸盐胶结物，早期菱铁矿胶结物，中期铁方解石和晚期铁白云石。根据碳酸盐胶结物的碳氧同位素特征分析认为早期碳酸盐胶结物是由过饱和的碱性湖水沉淀造成的，而晚期碳酸盐胶结物的形成与有机酸密切相关。研究区存在两类溶蚀作用，酸性溶蚀作用和碱性溶蚀作用，早期的酸性溶蚀作用主要是有机酸对长石、岩屑及早期碳酸盐胶结物的溶蚀，晚期的碱性溶蚀作用主要是发生于碱性环境下流体对石英及硅质胶结物的溶蚀。研究区发育有两期油气充注，早期发生于晚中新世，早期发生于晚中新世，早于中期碳酸盐胶结，晚于长石溶蚀和石英胶结充注，充注量较大，第四纪以来研究区发生了第二次充注，第二次充注发生于铁白云石胶结之后，此时储层已非常致密。 相似文献
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东海西湖凹陷平湖构造带油气运聚特征 总被引：9，自引：0，他引：9
平湖构造带是东海西湖凹陷的一个次级构造单元，是油气勘探的重点区域之一，应用流体包裹体及碳同位素组成等研究了构造带内的油气运聚特征，并与凹陷内的另一个主要油气聚集带－浙东中央背斜带的油气运聚特征进行对比。研究表明，平湖构造带经历了2期油气充注过程，其中第1期主要充注液态烃，第2期主要充注气态烃，充注时间相对较晚，且第1期古地温低于第2期；构造带内油气运移以侧向运移为主，该区是有利于的油气运移指向区。 相似文献
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台湾海峡一种三维风海流数值计算模式 总被引：1，自引：0，他引：1
本文根据浅海风海流基础理论，采用数值计算方法，对台湾海峡的风海流流场进行了三维维数值模拟，讨论了台湾海峡特征季风情况下风海充流场的水平结构及垂直分布。本模式值得进一步研究和完善。 相似文献
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研究了 UUV 锌银蓄电池的结构原理和技术要求，剖析了电池过充过放的机理及危害，结合锌银蓄电池的电势坪阶概念，解释了充放电规律，阐述了防止电池过充过放的使用方案、相关技术和成功经验。 针对锌银蓄电池的实际使用问题，提出“小电流”充放电和低温贮存的改良方案，试验证明其对提升电池性能和质量寿命具有一定效果。 相似文献
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高频地波雷达提取表层海流的计算方法 总被引：4，自引：0，他引：4
高频地波雷达除其军事用途外，还可广泛用于海态遥感，如测量海流、风向、风速及海浪参数。本文提出了一种由高频地波雷达回波多普勒谱提取表层海流的计算方法，并对一组实验数据进行分析和计算，给出了雷达遥测海域海充场分布图。 相似文献
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臭氧对西施舌胚胎孵化率和幼虫摄食生长与成活的影响 总被引：1，自引：0，他引：1
研究了臭氧处理后的海水对西施舌(Coelomactra antiquata)胚胎孵化率、幼虫摄食率、生长率和成活率的影响。结果表明,臭氧处理后的海水的化学耗氧量(COD)及NH 4-N的浓度明显下降。西施舌胚胎在通入臭氧(4.17mg/L)10min的海水中,孵化率最高,为97%,在充入臭氧25min的海水中孵化率最低,为72.7%;西施舌幼虫在充入臭氧10～15min的海水中和未经处理的海水中生长较快;幼虫在充入臭氧5min和10min的海水中成活率有所提高。将幼虫放在多次充入臭氧的海水中培养,再放回未经臭氧处理的海水进行17h和30h恢复,30h后其死亡率达85%,而在充入臭氧时间短的的海水中死亡率较低,为33.3%,表明西施舌幼虫的生理机能受到了臭氧的不可恢复破坏。 相似文献
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介绍了最新研制的水下软基处理船。其中包括塑料排水板插设、土工布铺设、水上定位和电脑监测记录方法和装置等。该船适用于多种水下软基处理工程,解决了深水塑料排水板加固软基的方法和设备问题。 相似文献
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结合青岛市四方区围海造地工程的实例,分析了在厚度较大的软弱地基层上水下铺设大型编织布袋作为围堰的主体结构的优点和结构特点,重点介绍了施工工艺以及在施工过程中需注意的问题。 相似文献
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The technique of geotextile tubes used to construct dikes for land reclamation has been widely used. The tubes are usually filled with slun＇y of soil, such as sand, silt or clay. The tensile stress developed in the geotextile during filling the tube is the dominant factor for construction of a safe dike. The existing design methods are good for designing sausage shaped tubes and can not be directly applied for designing fiat tubes, which are commonly used in dike construction. This paper presents a procedure that can detenmine the relatiorrship among the tube size, the pumping pressure, the unit weight of the slurry, and the tensile stress developed in the geotextile during the tube filing. When the tubes are piling up to form the dike, the tubes in the bottom will sustain the load from the weight of the upper ones. A procedure is also developed to calculate the changes of the mechanical and geometrical behavior of the tubes under the load with a similar method. All these approaches have been programmed, which can help dike designers to select the suitable geotextile and determine the profile of the dike. 相似文献
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In this study, an effective means of dewatering the dredged material obtained from the sea-bottom in Istanbul is investigated through the use of additives and geotextile tubes (also known as geotubes, geotextile containers, and geotextile bags). Rapid dewatering test and geotube dewatering test are laboratory approaches, where the types and amounts of anionic and cationic additives for dewatering efficiency of dredged sludge can quickly and economically be examined. In this study, a best dosage amount of 1.5 kg/tonne was used as flocculant solution preparation with distilled water. After this process, twelve homogeneous sludge-polymer admixtures were prepared by adding 0.1, 0.5, and 1.0% polymers (anionic and cationic) by weight of the dredged material in rapid dewatering tests and another twelve homogeneous sludge-polymer admixtures were prepared by adding 0.1, 0.25, and 0.50% polymers (anionic and cationic) by weight of the dredged material in geotube dewatering tests. The results indicated that Golden Horn dredged sludge could be successfully dewatered and retained by geotextile tubes. The use of chemical cationic polymers is recommended with Golden Horn dredged sludge rather than the anionic polymers. Results also showed that use of flocculants can significantly increase the retention capacity of geotubes. 相似文献
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Hocine Oumeraci 《Ocean Engineering》2011,38(1):159-170
A systematic armour stability and the hydraulic performance, including wave reflection, wave transmission, experimental study in the twin-wave flumes of Leichtweiss-Institute (LWI) is performed on a geocore breakwater and a conventional rubble mound breakwater in order to comparatively determine the wave run-up and wave overtopping. The geocore breakwater consists of a core made of sand-filled geotextile containers (GSC) covered by an armour made of rock. The geocore is more than an order of magnitude less permeable than the quarry run core of a conventional breakwater. As expected, the core permeability substantially affects the armour stability on the seaside slope, the wave transmission and the wave overtopping performance. Surprisingly, however, wave reflection and hydraulic stability of the rear slope are less affected. Formulae for the armour stability and hydraulic performance of the geocore breakwater are proposed, including wave reflection, transmission, run-up and overtopping. 相似文献
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《Coastal Engineering》2006,53(11):879-895
Shore erosion is currently causing millions of dollars worth of damage to shorelines and public properties not only along the east coast of Korea but also around the world. Little else needs to be said to emphasize that, without adequate protection, a very significant part of our coastline will fall prey to the ravages of the sea and to man himself. In recent years, because of the shortage of natural rock, traditional forms of river and coastal structures have become very expensive to build and maintain. Therefore, the materials used in hydraulic and coastal structures are changing from the traditional rubble and concrete systems to cheaper materials and systems. One of these alternatives employs geotextile tube technology in the construction of shore protection structures, such as groins, jetties, detached breakwaters and so on. Recently, geotextile tube technology has changed from being an alternative construction technique and, in fact, has advanced to become the most effective solution of choice.This paper presents the various issues related to the geotextile tube construction for shore protection at Young-Jin beach on the east coast of Korea. A new approach to a stability analysis by 2-dimensional limit equilibrium theory is highlighted and the hydraulic model test results and case history of Young-Jin beach projects are described. Based on the results of stability analysis and hydraulic model tests, a two line geotextile tube installed with zero water depth above crest was found to be more stable and effective for wave absorption than other design plans. Also, the shoreline at Young-Jin beach was extended by about 2.4–7.6 m seaward, and seabed sand was gradually accumulated around areas covered by the geotextile tube. 相似文献
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Sidali Denine Sadok Feia Rawaz Dlawar Muhammed Jean Canou Jean-Claude Dupla 《Marine Georesources & Geotechnology》2013,31(5):599-608
AbstractAn experimental study about the effects of initial conditions of soil and geotextile reinforcement on the mechanical behavior of reinforced sand is presented in this paper. A series of direct shear tests are conducted on reconstituted specimens of dry and moist natural sand prepared with different initial water content (w?=?0, 1.5, 3, and 5%) and including the two arrangements of geotextile layers (one and two layers, respectively). Both S41 and PEC55types of non-woven geotextile were used and placed at different heights of the specimens to investigate the effect of geotextile reinforcement on the behavior of sand. Test specimens were prepared at Dr =80% of relative density and were subjected to three different normal stresses of 100, 200, and 300?kPa. The experimental results showed that the deposition mode (wet and dry) and the geotextile reinforcement have significant effects on the behavior of reinforced sand. The increase in shear strength is relatively more significant for specimens prepared with dry deposition mode as compared to those prepared with wet deposition mode and it increases with the number of geotextile layers, this effect becomes less significant for wet specimens. The experimental results also demonstrated that (PEC55) non-woven geotextile shows a better performance than the (S41) of geotextile. These results can be explained by the effective tensile strength property of polyester yarns of the (PEC55) non-woven geotextile that it has led to a significant increase in the shear strength. 相似文献
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Ahmad Safuan A Rashid Mohammad Gharehzadeh Shirazi Ramli Nazir Hisham Mohamad Fauzan Sahdi 《Marine Georesources & Geotechnology》2020,38(6):755-760
AbstractThis article presents the performance of the short-term bearing capacity on soft clay soil treated by Kenaf geotextile under vertical loading via a small-scale modelling test at unit gravity. The ground model was formulated by consolidating kaolin in a rigid testing compartment. In the loading test, the strip footing was represented by a rigid footing. For the treated case, a series of tests were performed to examine the effects of the burial depth of the Kenaf geotextile on the bearing capacity of the soft soil. The Kenaf geotextile was laid beneath the rigid footing (at the ground surface) and at 50, 75 and 100?mm depth from the soil surface. All the measured results of the Kenaf geotextile treated ground were compared with the untreated ground. The incorporation of Kenaf fibre geotextile was observed to enhance the bearing capacity of soft cohesive clay up to 281% depending upon the depth of the installed geotextile. The geotextile at the surface provided the highest bearing capacity and sustained the highest displacement at failure. The outcome of this research will promote the use of natural fibre geotextiles as sustainable earth reinforcement in temporary earthwork applications. 相似文献
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