The figures' fat bellies tilted them forward, and a D-shaped base allowed handlers to roll and rock them side to side.
这些人的大腹便便使他们身体前倾，D 形的底座可以让操纵者左右滚动和摇摆。
They became the first hard rock band ever to sign to Arista Records and their debut album entitled "Babylon A. D. " reached the top 100 billboard charts.
他们成为第一个硬摇滚乐队以往的迹象阿里斯塔唱片公司和他们的首张专辑名为“巴比伦公元”达成的广告牌100强排行榜。
On one occasion he flew the entire C&D entourage to Las Vegas to see the rock band Blood, Sweat and Tears (he was a 1970s music aficionado, after all).
有一次，他带着整个公司的随从人员飞到拉斯维加斯去看摇滚乐队汗水和眼泪（毕竟在70年代他是音乐的狂热爱好者）的表演。
In the present paper, the influences of overburden and cavern sectional shape as well as in-situ stress condition on the characteristics of rock cavern under earthquake are analyzed by using FLAC 3 d.
本文利用FLAC3D软件，初步分析了地震荷载作用下埋深、洞室形状、地应力特征对地下岩体洞室响应特征的影响。
The energy field study should be stressed on the restoration of Palaeo fluid potential in 3 D hydrocarbon source rock masses and fluid passage systems.
在进行能量场分析时，应注重在三维烃源岩体和流体输导体系发育的格架下，恢复古流体势。
The slot elements are set up to simulate slot between lining and rock mass and the 3 D elastoplastic FEM is adopted with multi stage load and changible stiffness iteration.
在压力隧洞充水运行时，对衬砌与围岩之间的接缝采用接缝空腔单元模拟。
The study on 3-D modeling of rock discontinuity network and its engineering application are introduced.
主要介绍了岩体结构面网络三维模拟技术及其工程应用方面的研究。
To friable rock mass in the goaf, numeric model using the 3-D finite difference method is established to analyze it.
针对采空区内的松散岩体，运用三维有限差分法建立了数值模型对其进行分析；
So to help clear some of the confusion as to what this genre is, I thought I 'd list my favorite albums that I would describe as being post-rock.
因此，为了帮助清除一些对“后摇”到底是什么类型的困惑，我想我应该列一些我最喜欢的，可以被称为“后摇”音乐的专辑。
HUANG Ming-li. Research on fracture mechanism by of interaction of multi2crack in brittle rock[D]. Shenyang: School of Resources and Civil Engineering, Northeastern University, 2000.
黄明利。岩石多裂纹相互作用破坏机制的研究[D]。沈阳： 东 北大学资源与土木工程学院， 2000。
The sliding surface of rock or soil block usually appears three-dimensional feature, so, the 2-D limit equilibrium method is not good to analyze the block stability.
岩体与土体失稳的滑裂面形状大多具有三维特征，用二维极限平衡理论难以得到与实际相应的分析结果。
Finally, the 3-d finite element methods are used respectively to calculate the stresses and deformations of Gongboxia blend dam and Gongboxia face rock fill dam.
最后，用三维有限元方法分别计算了公伯峡混合坝和单一面板坝的应力变形。
Finally, the 3-d finite element methods are used respectively to calculate the stresses and deformations of Gongboxia blend dam and Gongboxia face rock fill dam.
最后，用三维有限元方法分别计算了公伯峡混合坝和单一面板坝的应力变形。
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