CAJ | 학술논문

基于固化土抗冻性能较差导致其使用寿命下降的工程特性，采用正交试验设计方法，研究了聚酯纤维和土壤固化剂对土体冻融循环后质量损失率和强度损失率的影响。研究认为：MBER土壤固化剂掺量为9％时，质量损失率在10次循环后即超过5％，当固化剂掺量为11％或更大时，质量损失率在20次循环后仍小于5％，纤维掺量对质量损失率影响较小；当固化剂掺量为13％时，纤维掺量为0．8 kg·m-3时，强度损失率也达到最小值28．51％。结果表明：固化剂掺量对质量损失率和强度损失率影响都较大，纤维掺量仅对强度损失率有一定影响。
기우고화토항동성능교차도치기사용수명하강적공정특성，채용정교시험설계방법，연구료취지섬유화토양고화제대토체동융순배후질량손실솔화강도손실솔적영향。연구인위：MBER토양고화제참량위9％시，질량손실솔재10차순배후즉초과5％，당고화제참량위11％혹경대시，질량손실솔재20차순배후잉소우5％，섬유참량대질량손실솔영향교소；당고화제참량위13％시，섬유참량위0．8 kg·m-3시，강도손실솔야체도최소치28．51％。결과표명：고화제참량대질량손실솔화강도손실솔영향도교대，섬유참량부대강도손실솔유일정영향。
Based on the engineering properties of poor anti-freeze performance of the solidified soil and led to de-cline the engineering life,adopted the orthogonal experimental design method,has researched the quality loss rate and strength loss rate for the soil which blended polyester fiber and stabilizer after freeze-thaw cycle .The research obtained that:When the MBER soil stabilizer content was 9%,the quality loss rate after 10 cycles was more than 5%,when the stabilizer content wais 1 1%or higher,the quality loss rate after 20 cycles was less than 5%.But the fiber content had a small impact of the quality loss rate .When the stabilizer content was 13%and the fiber content was 0 .8 kg·m-3,the strength loss rate has reached 28 .5 1%which was the minimum .These results showed that:The stabilizer content had a large impact to the quality loss rate and strength loss rate,fiber content only had a certain impact to the intensity loss rate .