underlayer造句
例句与造句
- Research and design of connecting move control system for tyre underlayer product line
轮胎内衬层生产线连动控制系统的实现 - Anatomy of general computing method theory mode for calculating the soft underlayer ' s bearing capacity
软弱下卧层承载力验算通用计算方法理论模式的剖析 - The transformation of soil physical and chemical characters is higher in surface layer than underlayer
土壤从表层开始发育，土壤各理化性质的变化表层高于下层。 - From this hypothesis , all problems come down to find the hydrological response of every type of basin underlayer
在这个假设的基础上所有的问题就归结到一点：寻找每一种下垫面的水文响应。 - The intercrossing method in repairing old metal pipes usually uses pipe - class high density polyethylene ( hdpe ) as lining plastic - underlayer pipes
穿插法修复金属旧管道通常使用管材级高密度聚乙烯( hdpe )作为塑料内衬管。 - It's difficult to find underlayer in a sentence. 用underlayer造句挺难的
- D . looking for changs of life style in traditional duality social structure , peasants are the underlayer of society , and it is difficult to change it
4 、寻求生活方式的改变在传统的二元社会结构中，农民是社会的下层，要想改变这种状况是很难的。 - In regard to bmbc , this thesis emphasizes particularly on when basin underlayer has been changed by man ' s activities , how basin output of rain evolves
对于bmbc模型，本文只把重点放在：人类活动对流域下垫面状况改变的条件下，流域产流特性的演变情况。 - The characters of rain , transpiration , underlayer and runoff flow , which determine the basin hydrological process , are affected by nature processes and man ' s activities
决定流域水文过程的四个流域水文特性：降雨特性、蒸发特性、下垫面特性、汇流特性，都受到两方面因素的影响：自然过程和人类活动。 - Superstratum use mainly for riding with sightseeing and the space of underlayer could design meeting and business the seat of tea and so on according to demanding for customer
自2001年末开通沪杭高速公路公共交通卡收费系统，公共交通卡在高速公路道口的应用，目前已经全面拓展到所有与上海联网的高速公路系统。 - In order to solve this problem , this thesis puts forward a hypothesis : to any type of basin underlayer , its hydrological response is constant and independent of its area and position
为了解决这一问题，本文提出一个假设：对任何一类流域下垫面，其水文响应(降雨径流关系)是固定的，不会因其面积、位置等因素而发生变化。 - 2 . the design of cement power - sprayed is introduced in the thesis including composite foundation bearing capacity design , the checking computations of underlayer strength and composite foundation deformation
介绍了粉喷桩设计，即粉喷桩复合地基的承载力的设计计算，下卧层强度和复合地基变形验算，并对粉喷桩的设计思路作了归纳。 - The development pace is larger in surface layer than underlayer in the process of spontaneous vegetation recovery . but the transformation of physical and chemical characters is instable because of always interrupt or repeat of soil development process
土壤同样是从表层开始发育，但是发育过程经常被迫中断，或出现发育、退化的反复性，导致理化性质在土体中的变化不稳定。 - According to the measure project , the total measure structure of the move - in - mud robot is designed , which constitutes pc in upper layer , primary avr4433 microprocessor in the middle layer and subordinate avr4433 microprocessor in the underlayer , with serial communication each other
论文中研究了拱泥机器人的总体检测结构，上层为pc机，中层为主avr4433单片机，下层为从avr4433单片机，各层之间采用串行通讯。 - According to the shape recovery properties , the anticorrosion property to crude oil and the mechanical properties we not only choose the proper underlayer material for the intercrossing method in repairing old pipe , but also ascertain the appropriate craftwork
根据材料的形状回复能力、耐原油腐蚀能力和力学性能，筛选出了穿插用的衬管材料；确定了适合于穿插法修复旧管道的工艺，并初步应用于穿插法修复旧管道的实验中。 - Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4 . the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i , the better the dynamic consolidation effect is ; 5 . the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding , but residual settlement deformation in each test district are compared , it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme . but the underlayer of dynamic consolidation should be made when pounding
论文的主要工作和研究认识如下： ( 1 )确定必要的强夯施工参数； ( 2 )对既有砂性土又有粘性土地基的最佳夯击次数的确定方法进行了探讨； ( 3 )对试验前各试验小区的强夯试验方案进行了评价，并提出了优化建议； ( 4 )强夯垫层材料的级配对夯击能的消耗有很大影响，级配好的垫层对夯击能的传递比级配差的垫层效果好； ( 5 )强夯地基的变形效应主要是指夯后地基不但沉降变形会大幅度降低，而且剩余沉降变形会缓慢地发生； ( 6 )在比较各试验小区的变形稳定性后，按照优化后的试验方案进行强夯处理，则浦东机场场道工程地基的变形稳定性能满足设计要求，但须在处理时施加强夯垫层。
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