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piles of相关的网络例句

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If the substrate material of planeness badnessand scaleslinearlywith in large, solid, it is difficult to maintain a constant business card printing and membership card making pressure, it is very prone to business card printing and membership card making pressure, imprinted holdout attachthemselves poor and ink color piles'quality.

如果承印物质料的裂缝量欠好,伸缩性不小,浮松性不不对,难以保留恒定的制卡和会员卡制作压辛,很便当爆发制卡和会员卡制作压辛不平衡、痕迹不朱层附着不牢和不朱色发花质量弊病的。

The planimetric position of the piles which endure the extremum axial force is different.

受开挖区域的影响,承受轴力最大值、最小值桩体的平面位置是变化的。

Our company mainly specializes in distribution of medical appliance, such as Kangzhu branded cupping kit, sputum aspirator, therapeutic apparatus and quincuncial piles treading carpet in more than 10 varieties and cross nearly 100 specification.

公司具有雄厚的资金实力及高中级人才优势,引进了国外多项高、精、尖技术成果,集科研、生产、经营为一体,并且是唯一在国内同类产品行业中通ISO9001国际质量体系认证的企业。

The method of combining the root piles and static pressure grouting can be adopted to a residental building reinforcement engineering after the synthesis considering the various factor.

在综合考虑多方面因素后,认为对于某住宅楼房屋开裂加固工程,可采用树根桩及静压注浆相结合形成的复合地基技术进行加固处理,工程应用表明,根据工程实际情况合理运用复合地基进行地基加固处理能取得良好的加固效果,本工程的成功施工,对类似工程具有一定的借鉴作用。

Based on the test of end-bearing capacity of piles in debris foundation of a building in Fengjie, the paper analyses the physical character of debris foundation and demonstrates the necessity of performing prototype test, by which one can avoid the hidden danger from undetailed foundation investigation.

通过对重庆市奉节新城某综合楼地基碎石土层桩端承载力试验与研究,分析了奉节新城碎石土层的力学性质,阐明了原位试验的必要性,避免了因基础勘察不详存在的安全隐患,提出了桩端碎石土验槽方法。

Covered with soft, shaggy unmatted hairs.Consequently more neurasthenia, more aspirin, more expensive illnesses, more colitis, appendicitis and dyspepsia, more softened brains and hardened livers, more ulcerated duodenums and lacerated intestines, overworked stomachs and overtaxed kidneys, inflamed bladders and outraged spleens, dilated hearts and shattered nerves, more flat chests and high blood pressure, more diabetes. Bright's disease, beri-beri, rheumatism, insomnia, arterio-sclerosis, piles, fistulas, chronic dysentry, chronic constipation, loss of appetite and weariness of life.

因此患神经衰弱症的人更多,吃阿司匹灵药饼的人更多,患贵族病的人更多,患结肠炎、盲肠炎和消化不良症的人更多,患脑部软化和肝脏变硬的人更多,患十二指肠烂溃症和肠部撕裂症的人更多,胃部工作过度和肾脏负担过重的人更多,患膀胱发炎和脾脏损坏症的人更多,患心脏胀大和神经错乱的人更多,患胸部平坦和血压过高的人更多,患糖尿病、肾脏炎、脚气症、风湿痺、失眠症、动脉硬化症、痔疾、瘘管、慢性痢疾、慢性大便秘结、胃口不佳和生之厌倦的人更多。

After analyzing the acting force of sliding surface of the model piles, the author put forward the reasonable built-in depth of the anchor ante-sliding pile model in the normal condition and determines the range of the value, namely, within the passive earth pressure values between unsticky and sticky earth.

在对模型桩桩前滑面以下受力分析的基础上,提出了锚杆抗滑桩模型在正常工作状态下合理的锚固深度;并指出了该力值的范围,即介于非粘性土与粘性土的被动土压力值之间。

In this method the random variables that mainly affect the response characteristics of offshore piles were selected and sampled. The result of this simulation is good and it shows that the neural network method can be helpful to the controlling of warf pile's designation.

在此基础上提出了地震作用下码头桩-土相互作用的神经网络控振方法,分析了地震作用下的海洋港湾码头桩-土结构,同时,考虑场地土的不确定性和地震作用的随机性(地震烈度、地震作用方向、不同地震波)、结构-桩-土相互作用等因素的影响。

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).

文章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,介绍了宁波常洪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。

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