无细孔的

It would appear that in escaping to the surface adjacent to the liner, the moisture gets trapped, and forms a sticky layer in contact with the liner, if the paper is nonporous, or absorbs into the paper, as was found with the 6th segment.

这样看来，在逃逸到地表附近的班轮，水分得到被困，形成一个粘层的联系与班轮运输，如果该文件是无毛细孔，或吸收到的文件，由于被发现与第六部分。

The nonporous nature of carbon nanotubes eliminates the mass transfer resistance related to diffusion into pore structures, thus allowing easy desorbability.

该无毛细孔的性质，碳纳米管，消除了传质阻力与扩散到孔隙结构，从而使容易desorbability 。

Even if the face that looks very clean, also be unavoidable to meet in nose ala two side discover a few hide inside wool stoma, the dirty stuff that squashs to be able to run a bit, generally speaking resembles such state, and its periphery does not have roseola condition, we are what these troublesome dot say " acne ".

即使是看起来很干净的脸，也免不了会在鼻翼两侧发现一些暗藏在毛细孔内，稍一挤压就会跑出来的脏东西，一般而言像这样的状况，且其外围并无红疹状态，我们将这些麻烦的小东西称之为「粉刺」。

In this paper, the 3-D finite element relocating mesh method is used to calculate the temperature field and the thermal creep stress field of spillway dam and mid level outlet dam in certain roller compacted concrete gravity dam, sensitivity analysis have been down with different parameters, such as placing temperature, the location of cooling pipe, cooling temperature, time for water supply, ascended-layer of concrete, intermissive time and different placing time, and the commendatory construction scheme have been put forward in such analysis; according by the test result on the two scheme of concrete aggregate combination (basalt as coarse aggregate and limestone as fine aggregate, basalt as coarse aggregate and basalt as fine aggregate), simulation analysis on temperature field and thermal creep stress field of the commendatory construction scheme have been down, and analysis have also been down on temperature field and thermal stress field of the two different aggregate combination, the result indicates that the spillway dam and mid level outlet dam which adopted these two aggregate combination can both satisfy the require of design crack resistance in concrete, furthermore limestone as fine is better than basalt as fine aggregate; the effect of summer water storage and winter water storage on the temperature field and thermal stress field have been analyzed, comparing with winter water storage, in summer water storage scheme the maximum tensile stress at abnormal concrete in upstream fill is decreased by 0.1～0.3MPa and there are no evidence change of the maximum tensile stress at other parts, which indicate that summer water storage is avail for the crack resistance of upstream fill; according to the simulation calculating result and comparing temperature simulation calculating results and temperature controlling measures of some similarity projects both completed and construction, synthesis appraise have been carried to the design temperature controlling measures of dam, and the temperature controlling measures of this project have been brought forward, all these have great reference value on the design of temperature controlling measures and the optimization of the construction scheme.

本文采用三维有限元浮动网格法仿真计算程序，对某碾压混凝土重力坝的溢流坝段和中孔坝段分别进行了三维有限元温度场和温度徐变应力仿真计算分析，对浇筑温度、冷却水管的布置方式、冷却水温、通水时间、浇筑升程和间歇时间、不同开始浇筑日期等参数进行了敏感性分析，在此基础上提出了推荐的施工方案；根据两种骨料方案(玄武岩粗骨料+灰岩细骨料方案；玄武岩粗骨料+玄武岩细骨料方案)的混凝土性能试验研究成果，对推荐的施工方案进行了温度场和温度徐变应力仿真计算，并对比分析了两种不同骨料情况下的温度场和温度应力，结果表明溢流坝段及中孔坝段采用上述两种骨料均能满足混凝土的抗裂设计要求，且灰岩细骨料优于玄武岩细骨料；计算分析了夏季蓄水和冬季蓄水对坝体温度场和温度应力的影响，夏季蓄水方案与冬季蓄水方案相比，坝体上游变态混凝土区域最大拉应力小0.1～0.3MPa，其他部位最大拉应力无明显变化，夏季蓄水对坝体上游面混凝土的抗裂有利；根据仿真计算成果并通过比较国内一些已建和在建的类似工程的温度仿真计算成果及采取的温控措施，对大坝的设计温控措施进行了综合评价，并提出了该工程的温控措施，对温控设计和优化施工方案具有重要参考价值。

The initial point of collateral ligament was drilled two holes, 2 to 3 mm in distance, and crossed by steel wire. Then the superficial flexor tendon of finger was crossed under the steel wire and sutured to the terminal point of superficial flexor tendon of finger by 5/0 to 7/0 nontraumatic suture thread to maintain suitable tension, and sutured to collateral ligament by 8/0 nontraumatic suture thread.

用细克氏针在侧副韧带起点处向健侧钻两个相距2～3 mm骨孔穿过钢丝，切开屈肌腱鞘，从指浅屈肌腱一侧近端切取所需长度肌腱束，此肌腱束穿过钢丝孔，保持肌腱束的合适张力，用5/0～7/0无创线缝合于浅腱止点，应用8/0针线将肌腱束缝合于韧带上。

Then the superficial flexor tendon of finger was crossed under the steel wire and sutured to the terminal point of superficial flexor tendon of finger by 5/0 to 7/0 nontraumatic suture thread to maintain suitable tension, and sutured to collateral ligament by 8/0 nontraumatic suture thread.

用细克氏针在侧副韧带起点处向健侧钻两个相距2～3 mm骨孔穿过钢丝，切开屈肌腱鞘，从指浅屈肌腱一侧近端切取所需长度肌腱束，此肌腱束穿过钢丝孔，保持肌腱束的合适张力，用5/0～7/0无创线缝合于浅腱止点，应用8/0针线将肌腱束缝合于韧带上。

She gently rebuff ed him, but agreed that they could be friends

她婉言拒绝了，但同意作为朋友相处。

If in the penal farm, you were sure to be criticized.

要是在劳改农场，你等着挨绳子吧！