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介绍了高压旋喷法在镇江市南徐路软土路基处理中的应用,提出了旋喷桩的施工工艺、质量控制要点,对应用效果作了简要评述。 相似文献
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单管高压旋喷注浆技术在砂层加固、止水工程中的应用 总被引:1,自引:0,他引:1
就其他工艺在砂层的加固、止水工程中难以解决的问题,提出了单管高压旋喷注浆技术,并通过一些工程实例证实此工艺的可行性。 相似文献
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从高压水射流技术在水下工程中应用及高压水射流的作用效应和伤害特征着手,分析影响水下高压水射流作业安全的因素,总结各国制订高压水射流作业的安全标准规程现状,提出制订我国水下高压水射流作业安全规程若干认识和设想。 相似文献
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在对深部煤田地质钻孔钻进工艺研究的基础上,有针对性选择使用聚合物泥浆,解决了基浆配制用水及泥浆抗地表水水质污染问题。通过改变双管钻具长度和改换取心钻头的切削具,满足软硬互层对钻头钻进效率的影响。在煤系地层钻进中,除采用常规的单管钻具钻进外,在见煤预告下过后,采用加长双管取心钻具,既可保证了回次进尺,又可保证岩心的采取。多项措施落实,不仅解决了生产中的一些难题,收到了较好的效果,而且创造了河北省煤田地质局煤田地质单孔钻探深度2 009.12m的新纪录,为今后深部钻孔的施工积累了经验。 相似文献
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Wind tunnel experiments for ‘Raindrop Detachment and Wind-Driven Transport’ (RD–WDT) process were conducted under improved lateral jetting induced by wind velocities of 6.4, 10, and 12 m s− 1 at nozzle operating pressures of 75, 100, and 150 kPa. Wind-driven rainfalls were also incident on the windward and leeward slopes of 4° and 9° to have a broad variation in the angle of incidence. The objective of this experimental set-up was to distinguish the roles of both impact components of obliquely striking wind-driven raindrops on RD and wind on WDT. Raindrop impact components and reference horizontal wind were quantified by normal (Etz) and horizontal (Etx) kinetic energy fluxes and wind shear velocity (u), respectively, to physically model the process of RD–WDT. The results showed, at each level of u, differential sand transport rates by RD–WDT (qm(RD–WDT)) occurred depending on the magnitude of raindrop impact components, and qm(RD–WDT) increased as the relative contribution of Etz increased. Although Etx was more correlated with qm(RD–WDT) than Etz, the extreme increases in Etx at the expense of Etz brought about no increases but decreases in qm(RD–WDT). An RD–WDT model was built under the process of examining the discrete effects of Etz and Etx on RD together with u and resulted in a better coefficient of determination (R2 = 0.89) than only total kinetic energy (Et) did alone with u (R2 = 0.84). In this study, Etx was strongly related to u and not to Etz, which was the principal difference from the previous rainsplash studies, which relied on the compensatory lateral jet development by the compressive pressure build-up at the raindrop–soil interface. Including Etx in the RD–WDT model both separated the distinct role of each raindrop impact component in RD and improved the performance of u in WDT by better distinguishing its interaction with Etx, which was not explicitly separated in previous models of RD–WDT. 相似文献
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Bo Li Bei-bei Kou Bin Li Jing Li Jing Zeng Qing-lei Niu Yu-tao Shao Ke-wei Zhang Hao-yu Yu Ying-sheng Wang 《China Geology》2022,5(2):293-299
Traditional suction anchor technology is mainly used in the fields of subsea structure bearing foundations, single-point mooring systems and offshore wind power. It is characterized by providing sufficient lateral and vertical bearing capacities and lateral bending moment. The anchor structure of a traditional suction anchor structure is improved with wellhead suction anchor technology, where a central pipe is added as a channel for drilling and completion operations. To solve the technical problems of a low wellhead bearing capacity, shallow built-up depth, and limited application of conductor jetting in the second production test of natural gas hydrates (NGHs) in the South China Sea (SCS), the China Geological Survey (CGS) took the lead in independently designing and manufacturing a wellhead suction anchor, which fulfilled the requirements of the production test. This novel anchor was successfully implemented in the second production test for the first time, providing a stable wellhead foundation for the success of the second production test of NGHs in the SCS.©2022 China Geology Editorial Office. 相似文献
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高喷灌浆技术在卵砾石层中的应用 总被引:1,自引:0,他引:1
高压喷射灌浆法具有适用的范围广、施工简便、设备简单、管理方便等许多优点,已广泛应用于水工建筑物的基础防渗工程中。结合灵关水电站尾水渠高喷灌浆施工,介绍施工过程中遇到的问题及处理措施,为类似工程提供借鉴。 相似文献