1) sandy soil area
砂土地区
1.
In construction of field stations located in sandy soil areas with higher ground water levels, the ground water level must be lowered below designated excavated depth so as to guarantee the smooth engineering progress.
在水位较高的砂土地区进行站场施工,必须先将地下水位降到设计挖深以下,才能保证工程的顺利进行。
2) shajiang black meadow soil
砂姜黑土地区
1.
Aiming at enhancement of economic, ecological and social efficiency, in order to deal with overexploitation at Huaibei shajiang black meadow soil, several planting model systems such as single lucerne, grain crops-legume have been initiated.
针对淮北砂姜黑土地区土地种与养矛盾突出 ,粮、经、饲种植结构比例不当等问题 ,以提高经济、生态、社会综合效益为目标 ,选择农田种植紫花苜蓿以养为主及粮 -豆种养结合种植模式进行研究。
3) humid-desertification in mountain area
山区土地砂石化
4) sand foundation
砂土地基
1.
According to the characteristics of deep sand foundation, this paper proposed two kinds of seepage prevention schemes, i.
根据深厚砂土地基的特性,提出两类防渗处理方案(柔性方案、刚性方案),并对其进行技术分析与经济比较,择优选定设计方案。
5) sand ground
砂土地基
1.
Upon the p ractice of the pit excavation in this project,presents the solution of retaining and underground water control during pit excavation in sand ground near river.
通过福州闽江毗岸的元洪城一期工程基坑支护及地下水控制的实践，阐述了采用水泥土搅拌桩支护及坑内降水可以解决近河砂土地基中深基坑开挖的技术难
6) sandy soil foundation
砂土地基
1.
This paper introduces the mechanism of removing the liquefaction of the sandy soil foundation with the vibro replacement stone column, and connecting with the engineering example, makes evaluation on the results of removing the liquefaction of the sandy soil foundation with the vibro replacement stone column, which possesses certain guiding significance for the similar engineering.
介绍了振冲碎石桩消除砂土地基液化的机理,结合工程实例,对振冲碎石桩处理砂土地基液化的效果进行了评价,对类似工程具有一定的指导意义。
2.
In this article,the bearing behavior and load transfer mechanism of piles in sandy soil foundation are discussed on the basis of the static loading test in XiangYin-XiangJiang bridge,the effect of piles length on the transfer of axial force and the action of lateral friction resistance are analyzed by comparison with the same proportion of length to diameter.
通过湘阴湘江大桥两根试桩的静载荷试验,探讨了该地区砂土地基中桩基础承载性状及荷载传递机理,对比分析了同一长径比下,桩长对桩身轴力的传递和桩身侧摩阻力的发挥有较大的影响,I号试桩属纯摩擦桩,II号试桩属端承摩擦桩。
3.
The treatment of sandy soil foundation by deep agitation method is not common in engineering practice.
深层搅拌法用于加固砂土地基 ,理论和实践均属鲜见。
补充资料：太平洋地区标准会议标准(见太平洋地区标准会议)
太平洋地区标准会议标准(见太平洋地区标准会议)
standards of PASC: see Pacific Area Standards Congress; PASC
Ta iPingyang Diqu Bioozhun Hu呼ib沁幻Zhun太平洋地区标准会议标准(s切md田心sofR巧C)见太平洋地区标准会议。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条