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1.American musician whose innovative electric guitar playing greatly influenced the development of rock music.
亨德里克斯,基米1942-1970美国音乐家,经他改新的电吉它对摇滚乐的发展有重大影响收藏指正
2.The development of silicate rock analysis over the last fifty years is reviewed in this paper.
摘要评述了矽酸盐分析在过去的50年中的主要进展。收藏指正
3.Development of Large diameter Rock Socket Drilling Technology and its Prospect
大口径嵌钻进技术发展与展望收藏指正
4.Of, belonging to, or being the geologic time, system of rocks, and sedimentary deposits of the sixth period of the Paleozoic Era, characterized by the development of coal-bearing rock formations.
宾夕法尼亚纪的,宾夕法尼亚系的属于、有关或是古生代第六纪晚炭纪指地质年代或系中含煤层的形成发展期的收藏指正
5.Structural which has controlled many factors, such as the development of oil generation, source rock, cap rock and the fault, is the main control factor of hydrocarbon migration and accumulation.
构造是研究区油气成藏的主控因素,构造控制了生储盖发育与油气运移通道等成藏要素组合。收藏指正
6.Development of Dynamic Pile Detection Technology in Department of Rock Dynamics at IRSM
桩基动力检测新技术在我室的发展收藏指正
7.The following contents were discussed in detail: (1) Effects of small particle content of the samples on the compaction characteristic of rock-salt; (2) the value distributions of compressive strength of nature rock-salt; (3) the effects of grain size, dry density and water content on compressive strength; and (4) the development regularity of dynamic strain of rock-salt under traffic cyclic loading.
主要探讨了盐试样中细粒含量比例对试样压实特性的影响规律;天然盐抗压强度的大小分布,以及盐抗压强度与粒径、干密度、含水量的关系;交通循环荷载作用下,盐的动应变发展情况等。收藏指正
8.Development of core drill equipment for combined underwater drill rammer of rock built-in pile hole
桩孔组合潜孔锤取心钻具的研制收藏指正
9.The general rule of fissure development in low dip soft-hard interbedding rock mass is described, and then based on this the dam foundation seepage is simulated with dual-medium model, and the influence of unstratabound fissure and waterproof curtain is discussed.
摘要阐述了缓倾软硬互层状体中裂隙发育的一般规律,在这个基础上采用双重介质模型对层状坝基渗流进行了模拟,讨论了软层中切层裂隙的发育以及嵌入软帷幕对坝基渗流场的影响。收藏指正
10.In this paper , the development and major problems of earth and rock-fill dam, especially the core-wall dam are introduced and three kinds of constitutive models, such as Duncan E-v model, modified Cambridge model and Nanshui model are analyzed.
本文首先扼要介绍了土坝,特别是心墙坝的发展历程和目前存在的主要问题,对目前土坝有限元应力变形计算分析常用的三种本构模型—邓肯E-υ模型、修正剑桥模型和南水模型及其特点作了简要介绍和分析。收藏指正
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