compaction test造句
例句与造句
- Analysis on the influence factors in the compaction test
影响土样击实试验结果的试验分析 - Data processing of geo - technical compaction test using computer
土工击实试验数据处理的计算机实现 - Reliability study on the compaction test results of xiaolangdi project
小浪底工程击实试验结果的可靠性研究 - Proctor compaction test
普氏压实试验 - In the paper , through the compaction test , the optimum moisture content and maximal dry density of aeolian sand are determined
本文通过击实试验，确定了风积沙的最佳含水量和最大干密度。 - It's difficult to find compaction test in a sentence. 用compaction test造句挺难的
- Tests relating to pavements . compaction tests on non - bituminous materials . part 2 : compactibility using the gyratory testing machine
路面试验.不含沥青粘结剂材料的压实.第2部分:旋转剪切机压实试验 - It can serve as reference material for projects of similar nature , such as compaction test process , results , test equipment and technical methods etc
工程的碾压试验过程、结果，和试验设备的配置、工艺方法等，可为同类工程参考。 - At present , the maximum dry density , which is a very import parameter of the degree of compaction , is ascertained by standard indoor compaction test
目前，对于公路工程路基土施工质量压实度检测应用的最大干密度是通过室内标准击实试验来确定。 - Large - scale compaction tests have been carried out and compared with design compacted standards before embankment in order to ensure embankment parameter for dam construction
摘要盘石头水库面板堆石坝，在填筑前进行了大型碾压试验，复核设计压实标准，确定各区筑坝材料的填筑参数，供坝体施工采用。 - Generally , no less than one compaction test is needed for any earth sample . when the sample has a little change , it is necessary to carry out another test , which would have great influence on construction schedule
一般一种土样至少需要做一个击实试验，土样稍有变化又需另作，从而给检测、监理人员造成较大负担，往往对施工进度有较大影响。 - According to the results of the compaction test and hearing ration test , it is discovered that the filled soil also has the swelling property after being compressed , which may result in the crack of the subgrade with the change of the water contents
通过对路基填土的击实试验和承载比试验表明，填土压实之后具有一定的膨胀性，在含水量变化差异性影响下的胀缩变形可能导致路基开裂。 - A data processing technique for compaction curve is proposed from five inspected data to nine , or three data , and application program is developed for compaction curve . in " order to verify xgm method , author went to construction sites to inspect roadbed and collect field data . the optimum compaction curve , maximum dry density are obtained by means of data processing technique , which are good consistent with indoor standard compaction test
进而研究将5点法扩展为9个实验点到3个实验点的多层次优化压实曲线的数据处理法，提出了由现场干密度推算最大干密度的xgm相关干密度法，简称xgm法，开发出xgm法应用软件，继而研究施工现场压实检测数据的优化处理方法。 - On the basis of vibratory compaction test using silt , which is difficult to compaction and cement - stabilized soil , which is the most conventional semi - rigid material , the influence regularity of vibratory parameters such as amplitude , frequency , centrifugal force , intensity of pressure , time of vibratory and material factors such as water content is studied
研究了静面压力、激振力、频率、振幅、振动时间等振动压实参数以及含水量等材料因素对振动压实效果的影响规律。根据各参数对振动压实效果的影响规律，找出一套压实效果好并且和现有振动压路机的技术参数基本相符的振动参数，在此基础上提出拟定道路材料振动压实的试验方法的参考意见。 - Secondly , in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ” , the mechanics speciality of silty soil is completely cognized and realized , through the laboratory experimentation of three kind of classical silty soil in puyang city . the experimentation include laboratory physical mechanism test , static compaction test , direct shear test , permeability test . and also analysis the influence of water content on soil ’ s shear strength , permeability and other mechanism character
其次,结合河南项目“粉砂土地区高速公路路基沉降机理及其发展规律研究”课题的基本物理试验部分,通过对濮阳市三种典型的粉质土的室内物性力学性质试验、标准击实试验、直接剪切试验、渗透试验等一系列试验研究,对粉质土的各力学特性进行全面系统的认识和了解,分析了含水量对粉质土的抗剪强度、渗透性等力学性质的影响。 - The soil - rock foundation was applied in highway of changde - zhangjiajie , and in order to assure soil - rock foundation quality by shocking and compaction test , different virtual height of soil - rock foundation was constructed and it ' s quality was controlled for in - situ test , it was considered as parameter for virtual height , shocking and compaction quantities , shocking and compaction sediment rate and maximum diameter of packing materials
摘要针对常张高速公路采用冲击压实技术压实土石混填路基的问题，选取试验段进行了不同虚铺厚度路基的施工工艺及质量控制等试验研究，提出了虚铺厚度、冲压遍数、冲压沉降率（单级沉降量） 、填料最大粒径等施工控制参数。
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