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液限、塑限試驗(yàn)試驗(yàn)?zāi)康模?br>細(xì)粒土（粒徑小于0.5mm，并且有機(jī)質(zhì)含量不超過試樣總質(zhì)量5%的土）由于含水率不同，分別處于流動(dòng)狀態(tài)，可塑狀態(tài)、半固體狀態(tài)和固體狀態(tài)。液限是細(xì)粒土呈可塑狀態(tài)的上限含水率，塑限是細(xì)粒土呈可塑狀態(tài)的下限含水率。本試驗(yàn)是測定細(xì)粒土的液限和塑限含水率，用于計(jì)算土的塑性指數(shù)和液性指數(shù)，為劃分土的工程類別和確定土的狀態(tài)提供依據(jù)。<br>光電式液塑限聯(lián)合測定儀試驗(yàn)?zāi)康募胺椒?br>目的<br>細(xì)粒土由于含水率不同，分別處于流動(dòng)狀態(tài)，可塑狀態(tài)、半固體狀態(tài)和固體狀態(tài)。液限是細(xì)粒土呈可塑狀態(tài)的上限含水率，塑限是細(xì)粒土呈可塑狀態(tài)的下限含水率。本試驗(yàn)是測定細(xì)粒土的液限和塑限含水率，用作計(jì)算土的塑性指標(biāo)和液性指數(shù)，以劃分土的工程類別和確定土的狀態(tài)。<br>光電式液塑限聯(lián)合測定儀試驗(yàn)?zāi)康募胺椒?<br>試驗(yàn)方法<br>1、含水率：采用烘干法測定。將土在105℃～110℃下烘至恒量，所失去的水質(zhì)量與干土質(zhì)量的比值，即為土的含水率，用百分比表示。<br>2、液、塑限：采用液、塑限聯(lián)合測定法測定。用光電式液限、塑限聯(lián)合測定儀（見圖1-1）測定土在三種不同含水率時(shí)的圓錐入土深度，在雙對數(shù)坐標(biāo)紙上繪成圓錐入土深度與含水率的關(guān)系直線。在直線上查得圓錐入土深度為17mm（水利規(guī)范、土工試驗(yàn)方法國標(biāo)gb/t50123－1999）或10mm（建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范）處相應(yīng)含水率為液限，入土深度為2mm處的相應(yīng)含水率為塑限。<br>試驗(yàn)步驟<br>1、本次試驗(yàn)原則上應(yīng)采用天然含水率的土樣進(jìn)行，也允許用風(fēng)干土制備土樣，土樣過0.5mm篩后，噴灑配制一定含水率的土樣，然后裝入密閉玻璃廣口瓶內(nèi)，潤濕一晝夜備用（土樣制備工作實(shí)驗(yàn)室已預(yù)先做好）。<br>2、將已制備好的土樣取出，放在搪瓷碗中加水或電吹風(fēng)吹干并調(diào)勻后，密實(shí)地裝入試樣杯中（土中不能有孔洞），高出試樣杯口的余土，用刮土刀刮平，隨即將試樣杯放在升降底座上。<br>3、接通電源，按下“開”按鈕，把裝有透明光學(xué)微分尺的圓錐儀，在錐體上抹以薄層凡士林，使電磁鐵吸穩(wěn)固錐儀。并使光學(xué)微分尺垂直于光軸（可從屏幕上觀察，刻度線清晰，并在屏幕居中位置）。<br>4、調(diào)節(jié)零點(diǎn)，使讀數(shù)屏幕上的零線與光學(xué)微分尺影像零線重合，按下“手”（即手動(dòng)）按鈕，使儀器處于備用狀態(tài)。<br>5、轉(zhuǎn)動(dòng)升降座，待試樣杯上升到土面剛好與圓錐儀錐尖接觸時(shí)，“接觸”藍(lán)燈亮，按“放”按鈕，圓錐儀自由下落，歷時(shí)5秒，當(dāng)音響訊號自動(dòng)發(fā)出聲響時(shí)，立即從讀數(shù)屏幕上讀出圓錐儀下沉深度。<br>6、把升降座降下，細(xì)心取出試樣杯，剔除錐尖處含有凡士林的土，取出錐體附近的試樣不少于10g放入稱量鋁盒內(nèi)，稱量得質(zhì)量m1，并記下盒號，測定含水率。<br>7、將稱量過的鋁盒，放入烘箱；在105℃～110℃的溫度下烘至恒量，取出土樣盒放入玻璃干燥皿內(nèi)冷卻，稱干土的質(zhì)量m2。<br>8、重復(fù)2～7條的步驟，測試另二種含水率土樣的圓錐入土深度和含水率（圓錐入土深度宜為3～4mm，7～9mm，15～17mm）。<br>成果整理<br>1、含水率計(jì)算<br>ω=<br>式中：ω ——圓錐入土任意深度下試樣的含水率，%，計(jì)算至0.1%；<br>m1——濕土樣及稱量盒質(zhì)量，g；<br>m2——烘干后土樣及稱量盒質(zhì)量，g；<br>m0——稱量盒質(zhì)量，g；<br>2、塑限和液限確定<br>以含水率為橫坐標(biāo)，以圓錐入土深度為縱坐標(biāo)在雙對數(shù)坐標(biāo)紙上繪制含水率與相應(yīng)的圓錐入土深度關(guān)系曲線，如圖1-2所示。三點(diǎn)應(yīng)在一根直線上，如圖中a線。如果三點(diǎn)不在同一直線上，通過高含水率的一點(diǎn)與其余兩點(diǎn)連兩根直線，在圓錐入土深工為2mm處查得相應(yīng)的兩個(gè)含水率，如果兩個(gè)含水率的差值小于2%，用該兩含水率的平均值的點(diǎn)與高含水率的測點(diǎn)作直線，如圖1-2中的b線，若兩個(gè)含水率差值等于、大于2%，則應(yīng)補(bǔ)點(diǎn)或重做試驗(yàn)。<br>在含水率與圓錐下沉深度的關(guān)系圖上查得下沉深度為17mm對應(yīng)的含水率為液限，查得下沉深度為10mm對應(yīng)的含水率為10mm液限，查得下沉深度為2mm對應(yīng)的含水率為塑限。<br>3、塑性指數(shù)計(jì)算<br>ip=ωl-ωp<br>式中： ip——塑性指數(shù)，至0.1；<br>ωl——液限（%）；<br>ωp——塑限（%）。<br>4、液性指數(shù)計(jì)算<br>il=(ω-ωp)/(ωl-ωp)<br>式中： il——液性指數(shù)，至0.01；<br>ω——天然含水率（%）；<br>ωl——液限（%）；<br>ωp——塑限（%）。<br>5、試驗(yàn)記錄<br>試驗(yàn)記錄格式見試驗(yàn)記錄表。<br> <div class="njgqkyeu7h9" id="contentb"></div> </div> <div id="njgqkyeu7h9" class="clearfix"></div> </div> <div>上一個(gè)：<a href="n1236145.htm">4000配置電腦主機(jī)清單2021(4000電腦主機(jī)配置推薦2020)</a><br /> 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