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This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件,介绍了沉管隧道工程的施工技术特点,如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术,以及管段接头连接(包括与岸边段的连接和最终接头)的施工技术等。

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件,介绍了沉管隧道工程的施工技术特点,如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术,以及管段接头连接(包括与岸边段的连接和最终接头)的施工技术等。中国诺宇综合网http://www.siaaa.com

This article, based on key technique and different objective conditions in terms of geography and geology, such as soft soils, shallow water, and heavy sludge seen in ChangHong tunnel, presents features of key construction technique in ChangHong Project, such as slope stability and bottom settlement control in dry dock, cracks control and freeboard control technique respectively for element fabrication, pile foundation construction, and piles-tube connection technique, such technique like, sludge cleanup in immersion trench, and element sinking/positioning technique together with element joint (including connection to abutment and final joint).

本文根据沉管隧道工程建设的关键技术和宁波常洪隧道工程土软、水浅、淤重等客观地质地理环境条件,介绍了沉管隧道工程的施工技术特点,如干坞边坡稳定和管底基础变形的控制技术、本体防水混凝土管段制作的裂缝和干舷控制技术、管段江中桩基基础的施工和其与管底连接的技术工艺、管段基槽清淤和沉放定位施工技术,以及管段接头连接(包括与岸边段的连接和最终接头)的施工技术等。中国论文联盟http://www.lwlm.com

There are shallow nest , bigger flute or curved print on fingernail, develop the mycosis or the psoriasis that this is being foreboded.

手指甲上有浅窝、较大凹槽或者弯曲的印迹,这预示着患有霉菌病或牛皮癣。

But the miniplate became even softer,still opaque and easy to break with some gabs on the surface six months later.The miniplate became into something like cheese,softer and exquisite twelve months later.

扫描电镜观察可见散在的比较表浅的小裂纹和凹槽;植入后6个月时,大体观察见接骨板表面已经变成白垩色,质硬,不透明,易折断,其上有裂纹。

In the northern part of the Okinawa Trough,at about 7.5-7.0kaBP of the early Holocene, this studied region was controlled by the continental shelf water, and at about 7.0aBP Kuroshio water combined with continental shelf water intensively, then the region was controlled by the intensified Kuroshio water with upwellings during 7.0-6.0kaBP; from 6.0-2.0ka BP the upwellings developed stably and the thermocline gradually declined: from 6.0-5.0 kaBP the impact of the upwellings mainly focused on the thermocline and much less on the sea surface, from 5.0-4.0kaBP the SST decreased because the sea surface was influenced by the cool water brought by the intensified upwellings; from 2.0-1.2kaBP, the upwelling declined and the SST increased consequently; since 1.2 kaBP the upwelling increased and the thermocline declined obviously.

冲绳海槽北部、九州西南海区,全新世7.5-7.0ka BP陆源物质影响明显, 7.0kaBP前后黑潮侵入并与陆架水强烈混合,7.0-6.0ka BP期间黑潮影响逐渐控制了该区,上升流开始发生,温跃层开始变浅;约在6.0-2.0ka BP之间上升流持续稳定发育,温跃层深度逐渐下降:6.0-5.0ka BP上升流影响作用于温跃层但对表层影响较小,5.0-4.0ka BP海水表层温度受上升流冷水影响降低;而约2.0-1.2ka BP,上升流减弱,海水表层温度回升;近1200年来上升流加强、温跃层深度减小的趋势更加显著。

Capsule brown or yellow-brown, densely white spotted with 4 bright or yellow-brown grooves, up to 1 cm in diam.

蒴果棕色的或黄褐色,密被白点具4浅或黄色褐色具凹槽,直径可达1厘米。

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