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chemical churning pile中文是什么意思

  • 化拌
  • 化學(xué)攪拌樁
  • 旋噴樁

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  • 例句與用法
  • Analysis of calculation methods for bearing capacity and settlement of high - pressure chemical churning pile composite foundation
    高壓旋噴樁復(fù)合地基承載力與沉降計(jì)算方法分析
  • Firstly , the basic concepts of the composite foundation and the main characteristics of the chemical churning pile composite foundation are introduced in some detail . after that , configuration of the spray , structure of the injection stream , hardening mechanism of the jet grouting are probed
    本文首先簡介了復(fù)合地基的基本概念及旋噴樁復(fù)合地基的主要特點(diǎn),進(jìn)而探討了旋噴漿液在土中的噴射形態(tài)、噴射流構(gòu)造及其硬化機(jī)理。
  • Linking with the research called " design theory and construction technical study of the chemical churning pile composite foundation and its project application " in guilin , guangxi province , the bearing properties of the chemical churning pile and its vertical bearing capacity calculation are fully discussed through the theoretical and practical analysis
    本文結(jié)合廣西桂林“經(jīng)貿(mào)廣場”工程,通過理論分析、實(shí)際工程應(yīng)用及現(xiàn)場測試分析,對旋噴樁復(fù)合地基的承載機(jī)理及其設(shè)計(jì)計(jì)算方法與施工技術(shù)進(jìn)行較系統(tǒng)的探討。
  • Based on the close analysis of the influence factors of the vertical bearing capacity , circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity , respectively . moreover , with analyzing the features of the calculation parameters such as materials of gunite mortar , jet pressure , diameter of the jet pipe , pile length , pile layout , a design theory for chemical churning pile composite foundation is proposed . then , the variation of the pipe deformation with loads , the deformation coordination of pile and soil are studied
    在此基礎(chǔ)上深入探討了旋噴樁的樁土受力特性及其復(fù)合地基的加固機(jī)理,從影響旋噴樁復(fù)合地基豎向承載力的因素入手,基于圓孔擴(kuò)張理論給出了樁體豎向應(yīng)力及旋噴樁復(fù)合地基的豎向承載力計(jì)算公式;通過對噴射漿液、噴射壓力選取、噴射直徑估算、樁長及樁位設(shè)計(jì)等各種計(jì)算參數(shù)的深入分析和研究,提出了一套相應(yīng)的旋噴樁復(fù)合地基設(shè)計(jì)計(jì)算方法;通過計(jì)算分析,深入探討了旋噴樁復(fù)合地基變形隨荷載變化規(guī)律、樁和樁間土變形協(xié)調(diào)關(guān)系、樁土應(yīng)力比及復(fù)合地基壓縮模量的確定,并提出相應(yīng)的設(shè)計(jì)方法和修正參數(shù);此外,結(jié)合工程應(yīng)用,對旋噴樁復(fù)合地基的施工技術(shù)及其現(xiàn)場質(zhì)量檢測方法進(jìn)行了較全面的探討。
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