All otopharynx have three characteristic dark spots on the flank , but these eventually become completely masked by the dark blue breeding coloration of males 金头蓝孔雀体侧有明显的3个黑色斑块，不过在雄性鱼的变色后，这些板块会隐匿在深蓝色之下。
In other words , soil creep may make significant contributions to diaphragm wall displacement and ground settlement in a deep excavation project in soft clay strata 也就是说，对一个座落于粘土地层的深开挖工程而言，土壤潜变可能对壁体侧向变形及地表沈陷有显著的贡献。
Main point : beginning from both side of vertebra of “ da zhu ” point down to either side of the small of the back , then receiving stroke back from both side of the body lightly 要领：双手操作时，应从脊椎两侧“大抒”处开始膀胱经向下直至两腰眼处止，然后两手由体侧轻抚收回原处。
With your hands and arms at your side and the ball firmly under the attacking arms armpit . . . attack with your weapon of choice and strike as many times as possible before the rubber ball hits the deck and bounces once 手和手臂垂于体侧，球牢靠地置于攻击手腋下. . . . . .用你选择的身体武器进攻，在橡皮球落地并弹跳一次之前攻击尽可能多的次数！
According to baihetan hydroelectric power station dam shoulders load , side glide planes are fixed on both banks , which is controlled by base cracks on the left bank and by fault f18 and base cracks . and engineering geological characters of side glide planes 结合坝肩抗力体荷载特点，确定了坝肩抗力体侧裂边界，左岸主要由基体裂隙控制，右岸由断层f18和基体裂隙共同控制，并研究了侧裂边界的工程地质性状。
As one of the . most effective rock shoring forms , rock - bolt reinforcement is still in use combining with some shoring forms such as three - dimensional vegetable netting , insufflating - virescence reinforcement , sash reinforcement and their effects are very distinctly 但作为减小岩体侧向变形、增强边坡稳定的锚杆支护作为最有效的岩质边坡的支护方式之一，仍广泛地于三维植被网、边坡绿化喷播、框格防护等形式结合进行边坡防护，效果非常明显。
Bio 2002 project also offered the opportunity for three reporters from major commercial daily newspapers and biotechnology industry magazine to attend the conference and post bio visits . more than 23 articles were printed concerning this event and 12 of them were specifically related to canadian biotechnology industry 这些防振系统让建筑师与工程师们在设计与选用建材时更有弹性，尤其当在设计及建材的选择上还必须考虑建筑体侧向位移的问题时，更显出防振系统的重要性。
Turn your body to the right . thrust your right fist up and forward in front of your chest , knuckles turned down , lower your left hand to the side of your left hip , with the palm turned downward and the fingers pointing forward . at the same time , draw back your right foot and , without stopping or allowing it touch floor , take a step to 10 oclock with the toes turned out 十字手：重心后移，身体右转，左脚内扣，右脚以脚跟为轴，脚尖外撇，重心向前，右手向前下方划弧，上体稍向前倾，重心移到两腿之间，两手在胸前交叉，掌心向上，同时右脚尖稍内扣，重心移至左腿，右脚轻轻提起，收至与肩同宽，两腿遂渐伸直，翻掌下落，两掌分开，掌心向下翻转，缓缓落于体侧。
( 4 ) research on considering stress history and lateral deformation in 1 - d method for embankment settlement calculation . for av e ~ p method , the modification coefficient m , from influence of soil stress history is put forward . then , aimed at the e ~ lgp method and so on , by lots of nonlinear fem calculation , the different settlement revised formulas m2 are given for uniform and non - uniform roadbed cases 针对以a _ v 、 e p法等，提出了可考虑土体应力历史影响的修正系数m _ 1式子；接着，针对e - lgp法或进行了应力历史影响修正后的a _ v 、 e p等，通过大量非线性有限元计算，分别给出均质路基和非均质路基的考虑土体侧向变形影响的沉降修正系数m _ 2式子。
4 . dicussing soil pressure ( supposed as p ) and level displacement ( supposed as s ) in condition that consideration time performance , the relation is p = ae , when the defomation of wall has evidently effect on the soil pressure . 5 . the deformation of wall ( supposed as sw ) leads to soil layer sedimentation ( supposed as pw ) , the research find pw = 1 . 22sw 6 . the artifical neural networks has vast and applied foreground in the information construcion of deep foundation excluding the accidental factor 4 、探讨了考虑时间效应的土压力和位移关系曲线，认为在当墙体的变形对土压力分布产生明显影响时，二者间的关系可用一指数函数来表达： p = ae ~ ( ( / s ) ) 5 、墙体侧向变形，导致墙后土体产生沉降，在本次研究中，排除掉基坑降水施工因素的影响，由墙体变形导致的墙后土体沉降，二者具有p _ w = 1 . 22s _ w关系； 6 、将基于时间窗口滚动多步神经网络预测方法和应用于深基坑工程墙体变形的预测工作，具有较高的预测精度，该方法在岩土工程变形预测方法中具有广泛的应用前景。
