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Petiole 2.5-3.5 cm; leaf blade elliptic, lanceolate, or elliptic-lanceolate, 9-20 × 3.5-8 cm, abaxially nearly glabrous, adaxially glabrous, lateral veins 7-9 on each side of midrib, curved upward, connected near margin, base obtuse or nearly rounded, apex acute. Inflorescence paniculate, 4-10 cm, densely many-branched. Calyx reddish, divided almost to base, pubescent abaxially, lobes oblong-lanceolate or oblong-elliptic, 4-6 mm, stellately spreading, margins ciliate, apex obtuse or minutely mucronate.

叶柄2.5-3.5厘米;叶片椭圆形,披针形,或椭圆状披针形, 9-20 * 3.5-8 厘米,背面近无毛,正面无毛,侧脉7-9在中脉每边各,向上弄弯,连结接近边缘,花序圆锥状,4-10厘米,密被多分枝。

Stamens coherent in pairs, anther thecae not confluent; leaf blade margin serrate, at least near apex; lateral veins 3-5 on each side of midrib; bract and sepal margin entire.

雄蕊连着成对,花药不汇合;叶片边缘有锯齿,至少近先端;侧脉3-5在中脉每边各;苞片和萼片边缘全缘。

Edgewax: Waxing method recommended for lubricating release prints; treatment is with a solution of 50 grams of paraffin wax per litre of trichloromethane applied only to the edges of the emulsion side of the film.

片边腊润:用封腊的方法来润滑用于发行的拷贝;这种方法是用每升三氯乙烷溶解50克石蜡形成的溶液,只用于处理胶片的乳剂面的侧缘。

Side seam,hips part,cash pockets and waistband with or without pleats can be designed.the trousers bottom have always been uncuffed or plain bottom.

可设计侧缝,臀部,裱袋以及腰头,裤腰处可设计成有或没有褶裥,裤子下摆一般设计成不折边或平脚。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: a- a hb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明,测量值往往比实际的理论计算值小,填土的竖向和侧向土压力与填土厚度可以用幂次型曲线表示:σ=ah~b愈向沟谷中心部位,土压力值愈小,愈向沟谷边缘,土压力数值越大,说明沟谷边坡具有明显的卸荷作用;根据施工期和工后期的沉降变形监测数据,对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结,工后期路面沉降和时间关系可用对数曲线表示:S=aln+b,并根据此沉降规律对高填方加筋土路堤的工后沉降进行了预测。

The data from stress box indicate that the observed values usually are smaller than the theoretical ones, and the relationship between the vertical or lateral stress and the fill soil thickness can be described in a power function curve: cr= ahb. The fact that the soil stress is bigger in the portion adjacent to the central part of gully and becomes smaller in the portion close to the side illustrates that the gully has an apparent unburdening effect. From the monitoring results of the settlement deformation during and after constructingperiod, the study conducts statistical system analysis and evaluation on the change of settlement with time.

根据压力盒测试结果表明,测量值往往比实际的理论计算值小,填土的竖向和侧向土压力与填土厚度可以用幂次型曲线表示:σ=αh~b,愈向沟谷中心部位,土压力值愈小,愈向沟谷边缘,土压力数值越大,说明沟谷边坡具有明显的卸荷作用;根据施工期和工后期的沉降变形监测数据,对路堤内各测点的竖向沉降随时间的变化规律进行了数理统计系统分析和总结,工后期路面沉降和时间关系可用对数曲线表示:S=aln+b,并根据此沉降规律对高填方加筋土路堤的工后沉降进行了预测。

Analysis revealed that, though the smaller tubes are eccentric to the centroid of the column, the lateral braces to the column could still be effective.

实践中,该墙檩对提高边柱的侧向稳定起到了一定作用,但却缺乏必要的设计理论支持。

Security dispelled from afterheat of the exhibition can be seen on drupa2008, international market development CTP has been over at its peak, are working towards a higher speed, large and environmentally-friendly cleaning-free access for further improvement, and the business card printing facing the soon-to-be-all-digital card process.

从余热未消的drupa2008展上可以看到,不国边阛阓上CTP还来功了不败长岑岭期,侧在朝着更矮速率、超不小幅面和环保的不任冲刷技艺怠工进一步美满,而制卡业避开的即不兵是制卡历程的残数字化。

Part two : Analyzed the program of dynamic signal matching, expounded the pile wave analysis program by the method of characteristics, characteristic connection detruding, the problem of initial value or edge value, piles calculating model and pile-soil system, indicated the lack of the traditional high strain dynamic signal matching program.

第二部分:对实测曲线拟合法进行分析,阐述了弹性体细长杆中纵波传播的特征线解,特征关系的推导,初值与边值问题,桩的计算模型,桩侧土模型,桩尖土模型,指出传统拟合分析程序的参数不够全面的缺点。

Moulds of each process is designed in light of the process optimized,and introducing the mould structure of the forming mould and side punch mould for trimming, and the design of key pieces.

根据所确定的工艺方案对各工序模具进行设计,并介绍了成形模和修边侧冲孔模的模具结构以及关键零件的设计。

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