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流砂

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The pump is mainly used environmental protection, municipal works, coal-fired power plants, gas coke plant, oil refineries, steel mills, mining, paper, cement, food, printing and dyeing and other industries strong suction fluid, viscous, foul pumps, mud, mortar, sand and the flow channel the flow of urban sewage sludge.

该泵主要用于环保、市政工程、火力发电厂、煤气焦化厂、炼油厂、炼钢厂、采矿、造纸、水泥、食品、印染等行业抽吸浓液、稠油、污浊泵、泥浆、灰浆、流砂及城市排污沟道的流动污泥。

Pump is mainly used in the series of environmental protection, municipal works, coal-fired power plants, gas coke plant, oil refineries, steel mills, mining, paper industry, cement factories, food factories, printing and dyeing and other industries strong suction fluid, heavy oil, oil slag, dirty fluid, mud, mortar, sand and the flow channel the flow of urban sewage sludge, as well as containing coal, ash liquid.

该系列泵主要用于环保、市政工程、火力发电厂、煤气焦化厂、炼油厂、炼钢厂、采矿、造纸业、水泥厂、食品厂、印染等行业抽吸浓液、稠油、油渣、污浊液、泥浆、灰浆、流砂及城市排污沟道的流动污泥,以及含有煤块,灰渣的液体。

The fertility of YEYIN DI soil is higher, its total biomass increase most, but increasing rate is lower, only 55.12%; LIU SHABAN soil is reverse, increasing rate achieve 75.20%.

土壤状况对肥料的有效利用也有很大的影响,夜阴地土壤肥力较高,总生物量的增产值最高,但其增产率最低,为55.12%;而流砂板土的土壤肥力最低,总生物量增产值最低而增产率最高,为75.20%。

Safety measures in construction should include anti-collapse, anti-shifting sand and antifreezing measures because of complicated physiographic and geological conditions.

西藏林芝地区八一电厂二级电站后山抗滑锚固桩工程采用人工开挖成桩,主要以土石方、钢筋砼工程为主,场地自然地理、地质条件复杂,施工中必须注意安全,要防垮蹋、防流砂及防冻。

It is near to a confined aquifer or aquiferous fault, quicksand layer, gravel layer, karst cave or depressed pillar

接近承压含水层或者含水的断层、流砂层、砾石层、溶洞、陷落柱的

Practice of advance grouting of pump house in Hexi Gold Mine;2. The method of pipe anchor of advance grouting is adopted to avoid flowing sond and piping It argues the mechanism of advance grouting in waterproof and reinforcement.

本文介绍了在基坑喷锚支护工程中,采用锚管预注浆法对基坑边坡进行超前支护,防止流砂及管涌,并对预注浆法的止水及加固机理进行了探讨,分析了浆液在砂土层中的扩散及胶凝等过程,通过土方开挖验证了注浆效果,使喷锚支护能够顺利进行。

According to the analysis of features of the key outcrop sequence stratigraphy, build the sequence frame, through the section comparison, and the study of feature of the 5 key outcrops, then it can be concluded that, conglomerate on the denudation plane or the other contrastive sediment are the main features surrounding the bottom border of the sequence. In the foreland basin sediment environment, the transilient group of mud rock and sandstone are the main sediment features of low-stand system tract. Thick mud rock and sandstone interbedded is the chief component of transgressive system tract, sometimes together with thick turbidity current sandstone; High-stand system tract is composed by the combination of mud rock and sandstone interbedded, with the progradation as its main style. Maximum flooding surface Sediment are usually mudstone, and the thickness is different from each other.

依据关键露头剖面高精度层序特征分析,通过剖面对比建立高精度等时层序地层格架,通过对5条关键露头剖面的详细高精度层序特征分析,认识到:剥蚀面上的粗碎屑岩或与之可区域对比的其它沉积是层序底部边界附近的主要沉积特征;在盆地沉积环境中,砂泥岩发育,厚层、块状砂岩与泥质岩类的突变组合是低位体系域的主要沉积特征;湖进体系域以厚层泥岩夹砂岩为主,有时夹厚度较大的重力流砂体;高位体系域为砂泥互层沉积组合,以进积式叠加样式为主;最大湖泛面多为泥岩,但其厚薄不一。

This paper analysis the form condition of running sand, combine with the mechanics pump drainage, based on the seep theory and function with sand, analysis the accelerate effect on being running sand, propose some advices to prevent it finally.

通过分析流砂的形成条件,结合泵排水法的作用机理,基于地下水渗流理论和砂体的作用,分析了其对流砂形成的加速效应,提出了针对泵排法的特有的防治原则和措施。

In this paper were investigated the method of drainage and boring technology through the stratum of quick sand ,silt soil,rock and Karst by asing the method hand-dug pile under condition of complex geologic foundation.

本文就人工挖孔灌注桩在复杂地基条件下的排水施工方法,穿越流砂、淤泥质土层,岩层和岩溶地基的人工成孔施工技术作了有益的探讨。

In the light of the phenomenon such as flowing sand ,and sand boil subjected from the flowing sand stratum,in the construction of artificial digging piles,the advanced support with rein- foreement and the chemical churning pile technology can be used to form the watertight curtain,thereby preventing successfully the loss of san.

文章针对挖孔桩施工中遇到流砂层,出现的流砂、涌砂现象,采用钢筋超前支护及旋喷桩技术形成隔水帷幕,成功地阻止了砂层的流失,解决了施工进度慢、不安全的难题,改善了桩周的边界条件,提高了抗滑桩的承载能力。

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