广西大学学报(自然科学版)
廣西大學學報(自然科學版)
엄서대학학보(자연과학판)
JOURNAL OF GUANGXI UNIVERSITY (NATURAL SCIENCE EDITION)
2015年
1期
93-98
,共6页
沙漠砂混凝土%粉煤灰掺量%沙漠砂替代率%抗压强度%劈裂拉伸强度
沙漠砂混凝土%粉煤灰摻量%沙漠砂替代率%抗壓彊度%劈裂拉伸彊度
사막사혼응토%분매회참량%사막사체대솔%항압강도%벽렬랍신강도
为了研究粉煤灰掺量和沙漠砂替代率对沙漠砂混凝土力学性能影响,进行不同粉煤灰掺量和沙漠砂替代率的沙漠砂混凝土28 d抗压强度和28 d劈裂拉伸强度试验研究,分析粉煤灰掺量和沙漠砂替代率对沙漠砂混凝土28 d的抗压强度和劈裂拉伸强度的影响规律。实验结果表明:随着沙漠砂替代率增加,沙漠砂混凝土抗压强度和劈裂拉伸强度均呈现先增大后减小趋势,沙漠砂替代率为20%时,沙漠砂混凝土抗压强度和劈裂拉伸强度均达到最大值;随着粉煤灰掺量增加,沙漠砂混凝土抗压强度和劈裂拉伸强度先增大后减小,粉煤灰掺量为10%时,沙漠砂混凝土抗压强度和劈裂拉伸强度达到最大值。试验结果可为沙漠砂在工程中的应用提供指导和借鉴。
為瞭研究粉煤灰摻量和沙漠砂替代率對沙漠砂混凝土力學性能影響,進行不同粉煤灰摻量和沙漠砂替代率的沙漠砂混凝土28 d抗壓彊度和28 d劈裂拉伸彊度試驗研究,分析粉煤灰摻量和沙漠砂替代率對沙漠砂混凝土28 d的抗壓彊度和劈裂拉伸彊度的影響規律。實驗結果錶明:隨著沙漠砂替代率增加,沙漠砂混凝土抗壓彊度和劈裂拉伸彊度均呈現先增大後減小趨勢,沙漠砂替代率為20%時,沙漠砂混凝土抗壓彊度和劈裂拉伸彊度均達到最大值;隨著粉煤灰摻量增加,沙漠砂混凝土抗壓彊度和劈裂拉伸彊度先增大後減小,粉煤灰摻量為10%時,沙漠砂混凝土抗壓彊度和劈裂拉伸彊度達到最大值。試驗結果可為沙漠砂在工程中的應用提供指導和藉鑒。
위료연구분매회참량화사막사체대솔대사막사혼응토역학성능영향,진행불동분매회참량화사막사체대솔적사막사혼응토28 d항압강도화28 d벽렬랍신강도시험연구,분석분매회참량화사막사체대솔대사막사혼응토28 d적항압강도화벽렬랍신강도적영향규률。실험결과표명:수착사막사체대솔증가,사막사혼응토항압강도화벽렬랍신강도균정현선증대후감소추세,사막사체대솔위20%시,사막사혼응토항압강도화벽렬랍신강도균체도최대치;수착분매회참량증가,사막사혼응토항압강도화벽렬랍신강도선증대후감소,분매회참량위10%시,사막사혼응토항압강도화벽렬랍신강도체도최대치。시험결과가위사막사재공정중적응용제공지도화차감。
In order to study the influence of fly ash dosage and desert sand replacement ratio on the mechanical properties of desert sand concrete, experiments on the 28 d compressive strength and splitting tensile strength of desert sand concrete with different fly ash dosage and desert sand replace-ment ratio were conducted. The influence of fly ash dosage and desert sand replacement ratio on the 28 d compressive strength and splitting tensile strength of desert sand concrete was analyzed. Experi-ment results show that with the increase of desert sand replacement ratio, the 28 d compressive strength and splitting tensile strength of desert sand concrete increase first and then decline. When desert sand replacement ratio amounts to 20%, the 28 d compressive strength and splitting tensile strength of desert sand concrete reaches the maximum. With the enhancement of fly ash dosage, the 28 d compressive strength and splitting tensile strength of desert sand concrete also increase first and then decline. When fly ash dosage amounts to 10%, the 28 d compressive strength and splitting ten-sile strength of desert sand concrete reaches the maximum, which provides guidance for the engi-neering application of desert sand.