本文選題：RJP工法 + 深基坑　； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：提供了一種通過RJP工法封底加固替代抽降承壓水的新思路及工藝方法。該方法通過RJP滿堂加固與工程樁緊密咬合形成整體以解決承壓水抗突涌穩(wěn)定問題,可以減少止水帷幕的插入深度,并避免抽降承壓水對(duì)環(huán)境設(shè)施的擾動(dòng)。該方法在鄰近地鐵設(shè)施的深基坑工程中取得了良好的實(shí)踐效果。
[Abstract]:In this paper, a new idea and technological method of replacing pumping confined water by RJP method is provided. This method can solve the problem of resisting surge and stability of confined water by RJP reinforcement and close bite of engineering pile. It can reduce the insertion depth of waterproof curtain and avoid the disturbance of pumping confined water to environmental facilities. The method has obtained good practical effect in the deep foundation pit engineering near subway facilities.
【作者單位】： 上海市機(jī)械施工集團(tuán)有限公司;
【基金】：上海市科學(xué)技術(shù)委員會(huì)科研計(jì)劃項(xiàng)目(14231200700)
【分類號(hào)】：TU753
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本文編號(hào)：1824770