湖南工业大学学报
湖南工業大學學報
호남공업대학학보
JOURNAL OF HUNAN UNIVERSITY OF TECHNOLOGY
2012年
1期
23-26
,共4页
水泥土桩%应变测试块%应力测试
水泥土樁%應變測試塊%應力測試
수니토장%응변측시괴%응력측시
cement-soil pile%strain test block%stress test
通过水泥土强度试验及对埋设4种不同的应变测试载体水泥土试样在无侧限抗压时的应变测定,建立有侧限应力时水泥土应力与应变测试块应变的关系,得到测试水泥土桩桩身应力测试方法。对比试验结果表明:PVC管应变测试块所得数据离差小,对龄期的敏感性小,且7d龄期应变与28d龄期应变随水泥土应力增加而逾接近,可以应用于桩身应力测试。
通過水泥土彊度試驗及對埋設4種不同的應變測試載體水泥土試樣在無側限抗壓時的應變測定,建立有側限應力時水泥土應力與應變測試塊應變的關繫,得到測試水泥土樁樁身應力測試方法。對比試驗結果錶明:PVC管應變測試塊所得數據離差小,對齡期的敏感性小,且7d齡期應變與28d齡期應變隨水泥土應力增加而逾接近,可以應用于樁身應力測試。
통과수니토강도시험급대매설4충불동적응변측시재체수니토시양재무측한항압시적응변측정,건립유측한응력시수니토응력여응변측시괴응변적관계,득도측시수니토장장신응력측시방법。대비시험결과표명:PVC관응변측시괴소득수거리차소,대령기적민감성소,차7d령기응변여28d령기응변수수니토응력증가이유접근,가이응용우장신응력측시。
On the basis of the experiments of cement-soil strength and the strain determination under unconfined compression for the cement-soil samples which laying four different strain test blocks, sets up the relations between the cement-soil stress and the test block strain at a lateral restraint stress, and obtains the stress test method of cement-soil piles. The results of comparative tests show that: the test block of PVC pipe has a minimum deviation and is low sensitive to the cement-soil age, the strain of age 7 days and that of 28 days are closer with the increment of the cement-soil stress, and it can be applied to the stress test of cement-soil piles.