3</sub> 古土壤層的底界面;確定黃土自重濕陷變形特征為“快速 (6d) 相對勻速(38d) 快速 (5d) 穩(wěn)定”,試坑中心點沉降最大;水分下滲過程中,徑向上形成類似倒置漏斗的浸潤區(qū),漏斗邊界與試坑邊緣垂向夾角約為 35<sup>°</sup> ;確定場地自重濕陷量計算值土質(zhì)修正系數(shù) β<sub>0</sub> 為0.60;恢復(fù)期,查明試驗結(jié)束后場地經(jīng)過晾曬256d,地基土含水率較高,工程性質(zhì)不良,不利于項目施工;經(jīng)過浸水試驗后可以大幅度減弱上部土層(地面下 17m 以上)濕陷性,消除深部土層(地面下 17m 以下)濕陷性。該試驗研究可為確定合理的地基處理方案以及試驗場地開工日期提供依據(jù),也為該地區(qū)其他建設(shè)工程提供借鑒和指導(dǎo)。-龍源期刊網(wǎng)" />

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咸陽塬試坑浸水試驗研究

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中圖分類號:TU42 文獻(xiàn)標(biāo)志碼:A 文章編號:2095-2945(2025)18-0062-05

DOI:10.19981/j.CN23-1581/G3.2025.18.013

Abstract:Forthepurposeoffinelyevaluatingthetypesofcolapsiblityinloess tableland,representativesiteswereselected foron-siteimmersiontest.Theexperimentalresultsshowthattheresearchareaiscollpsibleloesssiteunderoverburden presureintrialperiod,thelowerlimitdepthofthecollpsibleunderoverburdenpresureistakenfromthebottominterfaceof the Q3 paleosol layer;Thecharacteristicofloesscolapseunderoverburdenpressuredeformation hasbn determinedtobe"fast (6d)→relativelyuniform(38d)→fast(5d)→stable",withthemaximumsetlementatthecenterpointofthetestpit;Duringthe processof waterinfiltration,infiltrationzonesimilartoaninvertedfunnelisformedradially,withanangleofabout 35° between thefunnelboundayandverticaldirectionoftestpitdge;Thesoilqualitycorectioncoeffientofcalculatingcollasevalue underoverburdenpresureβOisdeterminedtobeO.6O;Inrecoveryperiodafterthecompletionoftheexperimentitwasfound thatthesitehadbeendriedfor256days,andthefoundationsoilcontainedhighwatercontent,whichhadpoorenginering propertiesandwasnotconducivetoprojectconstruction;Aftertheimmersiontest,thecolapsibilityoftheupprsoillayer(above 17mbelowtheground)canbesignificantlyreduced,andthecollpsibilityofthedeepsoillayer(elow17mundertheground) canbeeliminated.Thisstudycanprovidebasisfordeterminingareasonable foundationtreatmentplanandconstructiondateof the testing site,and also provide reference and guidance for other construction projects in the region.

Keywords:loess tableland; collapsible loess; field immersion test; trial period;recovery perioc

黃土廣泛分布于我國中西部地區(qū),約占我國國土面積的1/6,以其具有強烈的水敏性而被歸類為特殊性土。(剩余5439字)

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