岩土工程技术
巖土工程技術
암토공정기술
GEOTECHNICAL ENGINEERING TECHNIQUE
2009年
4期
193-196
,共4页
高压旋喷注浆%单管法%三重管法%地下水渗流%对比试验与分析
高壓鏇噴註漿%單管法%三重管法%地下水滲流%對比試驗與分析
고압선분주장%단관법%삼중관법%지하수삼류%대비시험여분석
high pressure spiral jet grouting%single pipe method%triple pipes method%groundwater seepage%comparative test and analysis
在温州某垃圾填埋场水文地质与工程地质条件的基础上,对于有地下水渗流的砂层中,高压旋喷注浆单管法与三重管法试桩进行了对比试验与分析,高压旋喷注浆成桩效果及影响因素进行了探讨,供同类工程设计与施工提供参考.
在溫州某垃圾填埋場水文地質與工程地質條件的基礎上,對于有地下水滲流的砂層中,高壓鏇噴註漿單管法與三重管法試樁進行瞭對比試驗與分析,高壓鏇噴註漿成樁效果及影響因素進行瞭探討,供同類工程設計與施工提供參攷.
재온주모랄급전매장수문지질여공정지질조건적기출상,대우유지하수삼류적사층중,고압선분주장단관법여삼중관법시장진행료대비시험여분석,고압선분주장성장효과급영향인소진행료탐토,공동류공정설계여시공제공삼고.
Based on the hydrogeology and engineering geological conditions of a certain landfill in Wenzhou, in the groundwater seepage sand layer, the high pressure spiral jet grouting test piles formed with single pipe method and triple pipes method have carried on the comparative test and analysis. The formed pile-effect and the influence factors of the high pressure spiral jet grouting have carried on the discussion. They can provide important reference for the similar engineering design and construction.
