1) the first support
一期支护
2) early support
初期支护
1.
Combined with practical project,it introduces the fixing of constructing plans,elaborates the constructing methods during the secondary bricking course after the formation of large cross-section digging contacting line early supporting structure,discusses constructing supervision of each supervising item in the cave,so as to offer reference for familiar project.
结合工程实例,对其施工方案的确定进行了介绍,着重阐述了采用暗挖法施工的联络线多变大断面初期支护结构形成后,二次衬砌形成过程的施工方法,并对洞内各监测项目的施工监测进行了论述,从而为其他类似工程提供了参考。
2.
Analyzing reasons of large deformation of early supports of Liangfengya Tunnel,the author states treatment measures of large deformation of early supports of the tunnel.
通过凉风垭隧道初期支护大变形的原因分析,阐述了隧道初期支护大变形的整治措施。
3) preliminary bracing
初期支护
1.
Aften preliminary bracing,support deformation and cracking occurred in partial sections.
初期支护后部分地段发生支护变形、开裂。
2.
Combined with major works of covered culverts in south-to-north water transfer project, from reinforcement treatment, soil excavation, preliminary bracing, monitoring measurement and other aspects the construction technology of shallow underground excavation method is introduced in order to promote the application of this method in hydraulic tunnel works in city.
结合南水北调西四环暗涵主体工程的概况及其工程特点,从地层加固、土体开挖、初期支护、监控量测等方面对浅埋暗挖法施工技术进行了阐述,以推广该技术在城市水工隧洞施工中的应用。
3.
Taking the Fenghuangling Tunnel as an example,this paper introduces the bracing method for the loess tunnel and the requirements for the apparent smoothness quality control of the preliminary bracing,and connecting with the construction practice,puts forward some suggestions and opinions.
以凤凰岭隧道为例,详细介绍了黄土隧道的支护方法及初期支护外观平整度质量控制要求,并结合施工实践,提出了一些建议。
4) primary support
初期支护
1.
Wide span underground chamber excavation and primary supportin intensely weathered rocks;
强风化岩中大跨度硐室开挖与初期支护
2.
Treatment technology of clearance-intrusion in primary support of Huangguoshu tunnel;
黄果树隧道初期支护侵限处理技术
3.
FLAC~(3D) program and its applications in couple problem between primary support design and rock wall condition in double-arch tunnel;
FLAC~(3D)在隧道初期支护与原岩条件的“耦合”问题的应用
5) initial support
初期支护
1.
Optimum analysis on the initial support structure of double-arch tunnel in partial pressure;
偏压连拱隧道初期支护结构优化研究
2.
Discussion on influence of initial support to stability and deformation of surrounding rock mass in soft rock tunnel;
初期支护对软岩隧道围岩稳定性和位移影响分析
3.
Initial Support for Qinling Railway Tunnel Constructed by Open TBM;
秦岭隧道开敞式TBM施工的初期支护
6) preliminary support
初期支护
1.
This paper based on a engineering example about Nanwutai tunnel(The fifth bidding section) s construction,including excavation,preliminary support,measurement in-situ and secondary lining,the application of NATM theory in the tunnel s design and construction is introduced.
结合西安南五台隧道(第五标段)的开挖、初期支护、现场量测及二次衬砌施工的工程实例,介绍了新奥法在隧道设计施工中的应用。
2.
But considering the actual traffic need,in the course of construction,we widen the tunnel,meanwhile the tunnel has been constructed by the preliminary support.
因受各种条件限制隧道设计为窄隧道,但在施工过程中考虑到实际交通量需要拓宽隧道,而此时已进行了初期支护,如何充分利用旧支护体系并进行改造成为施工的关键步骤。
补充资料：欧洲式期权、美国式期权与亚洲式期权
欧洲式期权、美国式期权与亚洲式期权
【欧洲式期权、美国式期权与亚洲式期权】期权合约所规定的权利有一定的时效期，过了失效日后，权利即行作废。一些期权规定权利仅能在有效期的最后一天执行，这种期权被称为欧洲式期权(ell功pean叩tions);另一些期权则容许在有效期内任何一天执行，这种期权被称为美国式期权(一~oPtions)。值得指出的是，虽名为欧洲式或美国式期权，但已无任何地理上的意义。由于欧洲式期权的规定过于严格，又出现了一种“改变的欧洲式期权”，它允许期权在一定的时间范围内进行交易。可见，美国式期权为期权购买者提供了更多的选择机会，因此，它的购买者也往往需支付更高的保险费。近年来无论在欧洲或美国，所交易的期权均以美国式为主，欧洲式期权虽仍存在，但其交易量已比不上美国式期权。 在so年代末期，市场上又出现了一种所谓亚洲式期权(asian ontions)，但也无地理上的意义，其差别主要在于履约价值(exe而sev公此)的计算。以买权为例，无论是美国式期权或是欧洲式期权，执行权利所能得到的履约价值均为当时标的物的市价减去履约价格，再乘以合约所定的数量，但亚洲式期权的履约价值则为权利期间内标的物市价的平均(计算至履约日为止)，减去履约价格，再乘以合约所定的数量。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条