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干濕循環(huán)作用下西安特殊黃土的力學(xué)特性

發(fā)布時(shí)間:2018-04-06 06:03

  本文選題:干濕循環(huán) 切入點(diǎn):單軸壓縮試驗(yàn) 出處:《科學(xué)技術(shù)與工程》2017年32期


【摘要】:為了研究西安特殊黃土的強(qiáng)度特性,在不同含水率和不同增濕減濕作用下進(jìn)行無(wú)側(cè)限抗壓強(qiáng)度試驗(yàn)和單軸壓縮試驗(yàn),借此觀(guān)察西安特殊黃土的力學(xué)特性及強(qiáng)度變化規(guī)律。結(jié)果顯示:西安地區(qū)特殊黃土,無(wú)論是其單軸壓縮強(qiáng)度還是無(wú)側(cè)限抗壓強(qiáng)度均隨著含水率的降低而逐漸增大,并且呈現(xiàn)出黃土的含水率越低其強(qiáng)度值就越大,且強(qiáng)度值增加越來(lái)越快的現(xiàn)象,當(dāng)黃土為干燥狀態(tài)時(shí)其強(qiáng)度是達(dá)到最大;無(wú)論試樣經(jīng)歷增濕減濕循環(huán)多少次,黃土的彈性模量隨著含水率的降低在持續(xù)增大,并且呈現(xiàn)出隨著含水率的降低其下降相同比例時(shí)彈性模量增大越明顯的現(xiàn)象;無(wú)論經(jīng)歷增濕減濕循環(huán)多少次,泊松比隨著含水率的降低逐漸減小,但與其他參數(shù)相比,泊松比并沒(méi)有明顯的變化。
[Abstract]:In order to study the strength characteristics of Xi'an special loess, the unconfined compressive strength test and uniaxial compression test were carried out under the action of different moisture content and different humidification and dehumidification, so as to observe the mechanical properties and the change law of strength of Xi'an special loess.The results show that the uniaxial compressive strength and the unconfined compressive strength of the special loess in Xi'an region increase with the decrease of moisture content, and the lower the moisture content of loess is, the greater the strength is.The strength value increases more and more rapidly, when loess is dry, its strength reaches the maximum, no matter how many times the sample goes through humidification and moisture reduction cycle, the elastic modulus of loess increases continuously with the decrease of moisture content.With the decrease of moisture content, the elastic modulus increases more and more obviously, no matter how many times the cycle goes through, the Poisson's ratio decreases gradually with the decrease of moisture content, but compared with other parameters, Poisson's ratio decreases gradually with the decrease of moisture content, but compared with other parameters, Poisson's ratio decreases gradually with the decrease of moisture content.Poisson's ratio has not changed significantly.
【作者單位】: 西安科技大學(xué)建筑與土木工程學(xué)院;
【基金】:國(guó)家自然科學(xué)基金(51404193) 中國(guó)博士后基金面上項(xiàng)目(2015M572581) 陜西省自然科學(xué)基金青年人才項(xiàng)目(S2015YFJQ1194)資助
【分類(lèi)號(hào)】:TU444

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本文編號(hào):1718266


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