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平板荷载试验
相关语句
  slab loading test
     The bearing capacity of soft subsoils of Xiangtan-Shaoyang Expressway is been studied by the methods of slab loading test, the portable dynamic probe test and the cross plate shear test.
     选用平板荷载试验、轻便动力触探试验、十字板剪切试验等三种测试手段,对潭邵公路软土地基承载力进行了研究。
短句来源
  “平板荷载试验”译为未确定词的双语例句
     The coefficient of foundation(K_(30)) is a important index to evaluate the quality of thefilling in railway roadbed in our country. But the plate loading test to get the K_(30) value isvery time consuming and complex. It needs a large equipment for loading and costing along hime to finish one test.
     作为我国铁路路基填土压实质量的检测指标之一的基床系数K_(30)值,其检测方法平板荷载试验在施工现场操作是比较复杂,该试验需要用大型机械设备提供测试需要的反力,而且测试过程花费的时间比较长。
短句来源
     This paper based on the engineering geological prospecting for projected Fuzhou-xiamen high speed railway systematically introduces the technical methods of soft soil research along the route, analyses the original types and the distribution patterns of soft soil and contrasts physical and mechanical index obtained from the static penetration tests, cross-shear plate tests, in-site load plate tests and indoor geotechnic tests.
     本文结合新建福厦高速铁路工程地质勘察工作,系统介绍了沿线软土研究技术方法,分析了软土成因类型及其分布规律,并采用静力触探、十字板剪切、现场平板荷载试验及原状土室内土工试验多种方法对比、分析软土的物理力学指标,采用数理统计方法,提供设计需要的物理力学参数。
短句来源
     On the base of results of field tests,large-area deep mixing construction parameters are determined,and the static cone penetration test(CPT),low strain test,standard penetration test(SPT),plant loading test(PLT)and rod sounding methods are used to inspecting the soil cement uniformity,pile integrality,and bearing capacity of single pile and composite foundation. In the end,some useful conclusions are obtained.
     在试验的基础上,确定了搅拌施工工艺的孔位间距、提升速度、搅拌次数等搅拌大面积施工参数,同时采用静力触探、低应变测试、标贯、平板荷载试验、抽芯等手段对桩身水泥土搅拌的均匀性、桩体完整性、单桩竖向承载力和复合地基承载力进行了检验,得到了一些有益的结论。
短句来源
  相似匹配句对
     Test on Bridge Loading
     桥梁荷载试验
短句来源
     (4) Load test.
     (4)荷载试验
短句来源
     DISCUSSION ON EXPERIMENT OF FLAT PLATE LOAD
     浅谈平板载荷试验
短句来源
     TESTING
     试验
短句来源
     Application of Dynamic Exercise Test In Clinical Diagnosis
     平板运动试验在临床的应用
短句来源
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The bearing capacity of soft subsoils of Xiangtan-Shaoyang Expressway is been studied by the methods of slab loading test, the portable dynamic probe test and the cross plate shear test. The N10-Cu regress equation is obtained after analyzing the testing data. The correlation coefficient greater than 0.9 shows that N10 and Cu is highly correlated. The relation expression of N10 and fk is deduced on the basis of Cu-fk equation, where the effect of depth on bearing capacity is taken into account. A new method...

The bearing capacity of soft subsoils of Xiangtan-Shaoyang Expressway is been studied by the methods of slab loading test, the portable dynamic probe test and the cross plate shear test. The N10-Cu regress equation is obtained after analyzing the testing data. The correlation coefficient greater than 0.9 shows that N10 and Cu is highly correlated. The relation expression of N10 and fk is deduced on the basis of Cu-fk equation, where the effect of depth on bearing capacity is taken into account. A new method is put forward to caculate the bearing capacity of the similar subsoils in Hunan district in this paper.

选用平板荷载试验、轻便动力触探试验、十字板剪切试验等三种测试手段,对潭邵公路软土地基承载力进行了研究。通过对测试数据进行统计分析,建立了N10与Cu的回归方程,且其相关系数均在0.9以上,表明二者具有很强的相关性。以Cu-fk关系为桥梁,推导出N10-fk的关系表达式,该公式同时考虑了埋置深度对承载力的影响。该研究为湖南地区同类地基土承载力的确定提供了一种新方法。

the cooling tower and chimney structures of an electric power plant of Wuhan region locate filled up ground,the project is short of time,and the structures are higher strict with bearing capacity.Considering the engi- neering properties of filled up ground underlying it,deep mixing method is adopted to improving filled up ground. On the base of results of field tests,large-area deep mixing construction parameters are determined,and the static cone penetration test(CPT),low strain test,standard penetration test(SPT),plant...

the cooling tower and chimney structures of an electric power plant of Wuhan region locate filled up ground,the project is short of time,and the structures are higher strict with bearing capacity.Considering the engi- neering properties of filled up ground underlying it,deep mixing method is adopted to improving filled up ground. On the base of results of field tests,large-area deep mixing construction parameters are determined,and the static cone penetration test(CPT),low strain test,standard penetration test(SPT),plant loading test(PLT)and rod sounding methods are used to inspecting the soil cement uniformity,pile integrality,and bearing capacity of single pile and composite foundation.In the end,some useful conclusions are obtained.

湖南常德地区某电厂冷却塔、烟囱等建(构)筑物地段位于深层填方区,并且该工程对地基承载力要求高,工期要求紧。结合实际工程情况,针对填土地基的工程性质,对深层搅拌法加固此类深层填土地基的适用性进行了试验研究。在试验的基础上,确定了搅拌施工工艺的孔位间距、提升速度、搅拌次数等搅拌大面积施工参数,同时采用静力触探、低应变测试、标贯、平板荷载试验、抽芯等手段对桩身水泥土搅拌的均匀性、桩体完整性、单桩竖向承载力和复合地基承载力进行了检验,得到了一些有益的结论。

 
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