2</sub> )摻量對(duì)于水泥鈣質(zhì)砂力學(xué)性能的影響,配制了不同比例的納米ZrO<sub>2</sub> -水泥鈣質(zhì)砂試樣,并通過(guò)無(wú)側(cè)限抗壓試驗(yàn)評(píng)估其力學(xué)特性。結(jié)果表明:納米 ZrO<sub>2</sub> -水泥鈣質(zhì)砂的應(yīng)力-應(yīng)變曲線呈現(xiàn)軟化型駝峰狀曲線,且殘余應(yīng)力最終趨于穩(wěn)定值。摻入納米 ZrO<sub>2</sub> 后,試樣在7、14和28d齡期的無(wú)側(cè)限抗壓強(qiáng)度分別提高了 101.1% 、 105.6% 和 91.6% 。此外,納米 ZrO<sub>2</sub> -水泥鈣質(zhì)砂的抗壓強(qiáng)度受齡期的影響程度高于水泥鈣質(zhì)砂;納米 ZrO<sub>2</sub> 的加入顯著提升了試樣的變形模量,增強(qiáng)了其抗變形能力。研究成果可為島礁建設(shè)工程提供技術(shù)參考。-龍?jiān)雌诳W(wǎng)" />

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不同 Zr02 摻量改性水泥鈣質(zhì)砂無(wú)側(cè)限抗壓特性研究

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中圖分類(lèi)號(hào):TU43 文獻(xiàn)標(biāo)志碼:A 文章編號(hào):1005-8249(2025)03-0013-06

DOI:10.19860/j.cnki.issn1005- 8249.2025.03.003

Abstract: To investigate the influence of nano zirconium dioxide ( ZrO2 )dosage on the mechanical performance of cement - stabilized calcareous sand,prepared specimens of calcareous sand modified with varying proportions of nano Zr02 and evaluated their behavior using unconfined compresive strength tests.Theresults show thatthe stress-strain curves ofthenano ZrO2- cementcalcareoussand exhibitasoftening,hump-shapedprofile,withresidual stressesultimatelystabilizingataconstant level.Incorporation of nano ZrO2 led to increases in unconfined compressive strength of 101.1% , 105.6% ,and 91.6% at curing ages of 7,14 and 28d ,respectively. Moreover, the compressive strength of the nano ZrO2 - cement calcareous sand demonstrated greater sensitivity to curing age compared to plain cement calcareous sand.The adition of nano Zr02 also significantly enhancedthedeformationmodulusofthespecimens,improvingtheirresistancetodeformation.Thesefindings provide valuable technical guidance forthe application of modified calcareous sand in islandand ref construction projects.

Key words: calcareous sand; nano ZrO2 ;cement; stress deviation coefficient method;mechanical properties

0 引言

我國(guó)南海地區(qū)廣泛分布著鈣質(zhì)砂,它是一種富含碳酸鈣等難溶性碳酸鹽類(lèi)礦物,其形成過(guò)程復(fù)雜,主要是由生物體的碎屑與骨架所構(gòu)成。(剩余6278字)

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