This paper analyzed the consistency of some parameters of soils in the literature and experimental results from fall cone test and its application to soil plasticity classification.Over 500 data from both literatures ...This paper analyzed the consistency of some parameters of soils in the literature and experimental results from fall cone test and its application to soil plasticity classification.Over 500 data from both literatures and experiments using fall cone and Casagrande methods were compiled to assess the relationships among specified water content,cone penetration index ebT,and plasticity angle eaT of finegrained soils.The results indicate that no unique correlation exists among b,liquid limit of the fall cone test(LLc)and a.The water content at 1 mm cone penetration eC0T correlates well with b,plasticity ratio eRpT(i.e.the ratio of plastic limit to liquid limit),and a.Finally,the potential of using the btan a diagram to classify soil plasticity was also discussed.展开更多
为拓展生物炭在土木工程领域的应用,用生物炭代替部分水泥制作生物炭水泥土。采用室内变水头渗透试验和扫描电镜(scanning electron microscope,简称SEM)试验,分析不同生物炭掺量和养护龄期等条件下的渗透特性规律及其作用机制,寻找最...为拓展生物炭在土木工程领域的应用,用生物炭代替部分水泥制作生物炭水泥土。采用室内变水头渗透试验和扫描电镜(scanning electron microscope,简称SEM)试验,分析不同生物炭掺量和养护龄期等条件下的渗透特性规律及其作用机制,寻找最佳生物炭掺量。渗透试验结果表明,随着生物炭掺量的增大,水泥土渗透系数先减小后增大,并在生物炭替代水泥量为1%时试样渗透系数最小。另外,随着龄期的增加,水泥土渗透系数非线性减小,其中生物炭对水泥土早期的渗透性影响最大。细观分析发现,生物炭在水泥土中并没有直接发生化学反应,生物炭之所以能提升水泥土的抗渗性能是由于生物炭填塞在土及水泥颗粒的孔隙中,使其更加密实。展开更多
目的:分析计时起立-行走测试(TUGT)对老年2型糖尿病周围神经病变病人跌倒风险的评估价值。方法:回顾性分析2020年1月—2022年12月在我院内分泌科纳入治疗的2型糖尿病周围神经病变病人120例为研究对象,收集病人一般资料、TUGT测试结果,采...目的:分析计时起立-行走测试(TUGT)对老年2型糖尿病周围神经病变病人跌倒风险的评估价值。方法:回顾性分析2020年1月—2022年12月在我院内分泌科纳入治疗的2型糖尿病周围神经病变病人120例为研究对象,收集病人一般资料、TUGT测试结果,采用SPSS 22.0、R Studio 1.4.1103进行联合数据分析,研究相关性和预测价值。结果:本研究纳入的120例病人均顺利完成TUGT测试,完成率为100%,数据收集率为100%。所有病人TUGT时间为(16.03±3.29)s。Spearman相关性分析结果显示,TUGT时间与跌倒史、性别之间呈正相关(P<0.05);TUGT时间与2型糖尿病病程、合并周围神经病变病程、年龄之间无明显相关关系。TUGT时间用于预测老年2型糖尿病周围神经病变病人跌倒风险的最佳临界值为14.19 s,受试者工作特征曲线(ROC)曲线下面积(AUC)值为0.773,敏感度为86.29%,特异度为67.16%。结论:跌倒史、性别是影响老年2型糖尿病周围神经病变病人TUGT时间的危险因素,同时,TUGT时间对老年2型糖尿病周围神经病变病人跌倒具有良好的预测价值。展开更多
针对部分煤层气区块存在单井产量差异大、低产井多的问题,以大宁-吉县区块浅层煤层气的9口生产井为研究对象,通过注入压降试井测试方法,分析了高产井与低产井的试井解释特征。结果表明:高产井的特征为见气压力高、地层压力低、渗透率高...针对部分煤层气区块存在单井产量差异大、低产井多的问题,以大宁-吉县区块浅层煤层气的9口生产井为研究对象,通过注入压降试井测试方法,分析了高产井与低产井的试井解释特征。结果表明:高产井的特征为见气压力高、地层压力低、渗透率高、裂缝特征明显;低产井的特征为地层压力高、渗透率低、裂缝特征不明显;在地质条件相近、排采制度相同的情况下,单井产量主要受钻井、压裂等工程因素的影响;通过引入动态p_(d)值(解吸区间)发现,低单井产量主要是由p_(d)值较低(小于1 MPa)、解吸区间小、储层物性较差造成的。在此类井中开展储层二次改造后,产量由200~400 m^(3)/d提升至1000 m ^(3)/d。展开更多
In marine engineering, the strength of a submarine sediment is an indispensable parameter for assessment of construction. In this study, a free-fall cone penetrator named IPen was developed to realize a rapid and effi...In marine engineering, the strength of a submarine sediment is an indispensable parameter for assessment of construction. In this study, a free-fall cone penetrator named IPen was developed to realize a rapid and efficient measurement of sediment strength. The equipment is characterized by modular design and self-contained data acquisition. It is equipped with an acceleration sensor, a water pressure sensor, and a piezocone penetration test(CPTu) probe. It is designed to be released from near seabed surface with a releaser and then fall freely to provide a higher penetration velocity. Its maximum working depth is approximately 2500 m and maximum penetration depth is approximately 3 m. To derive the correlation between penetration resistance and sediment strength, a calibrator was devised to determine the penetration-rate factor. In addition, the factor applicable to in situ test points was determined in laboratory experiments. In June 2016, the IPen was tested in situ in the South Yellow Sea, China, during a shared voyage funded by the National Science Foundation. Meanwhile, undisturbed column samples were collected for laboratory tests. Based on the in situ test results, it was demonstrated that the IPen could accurately record the working states of various sensors during the freely falling course. IPen test results reliably reflected the sediment strength at all the testing points when compared with laboratory calibration tests, in situ vane tests and penetration tests, laboratory penetration tests, and unconsolidated and undrained triaxial compression tests.展开更多
文摘This paper analyzed the consistency of some parameters of soils in the literature and experimental results from fall cone test and its application to soil plasticity classification.Over 500 data from both literatures and experiments using fall cone and Casagrande methods were compiled to assess the relationships among specified water content,cone penetration index ebT,and plasticity angle eaT of finegrained soils.The results indicate that no unique correlation exists among b,liquid limit of the fall cone test(LLc)and a.The water content at 1 mm cone penetration eC0T correlates well with b,plasticity ratio eRpT(i.e.the ratio of plastic limit to liquid limit),and a.Finally,the potential of using the btan a diagram to classify soil plasticity was also discussed.
文摘为拓展生物炭在土木工程领域的应用,用生物炭代替部分水泥制作生物炭水泥土。采用室内变水头渗透试验和扫描电镜(scanning electron microscope,简称SEM)试验,分析不同生物炭掺量和养护龄期等条件下的渗透特性规律及其作用机制,寻找最佳生物炭掺量。渗透试验结果表明,随着生物炭掺量的增大,水泥土渗透系数先减小后增大,并在生物炭替代水泥量为1%时试样渗透系数最小。另外,随着龄期的增加,水泥土渗透系数非线性减小,其中生物炭对水泥土早期的渗透性影响最大。细观分析发现,生物炭在水泥土中并没有直接发生化学反应,生物炭之所以能提升水泥土的抗渗性能是由于生物炭填塞在土及水泥颗粒的孔隙中,使其更加密实。
文摘目的:分析计时起立-行走测试(TUGT)对老年2型糖尿病周围神经病变病人跌倒风险的评估价值。方法:回顾性分析2020年1月—2022年12月在我院内分泌科纳入治疗的2型糖尿病周围神经病变病人120例为研究对象,收集病人一般资料、TUGT测试结果,采用SPSS 22.0、R Studio 1.4.1103进行联合数据分析,研究相关性和预测价值。结果:本研究纳入的120例病人均顺利完成TUGT测试,完成率为100%,数据收集率为100%。所有病人TUGT时间为(16.03±3.29)s。Spearman相关性分析结果显示,TUGT时间与跌倒史、性别之间呈正相关(P<0.05);TUGT时间与2型糖尿病病程、合并周围神经病变病程、年龄之间无明显相关关系。TUGT时间用于预测老年2型糖尿病周围神经病变病人跌倒风险的最佳临界值为14.19 s,受试者工作特征曲线(ROC)曲线下面积(AUC)值为0.773,敏感度为86.29%,特异度为67.16%。结论:跌倒史、性别是影响老年2型糖尿病周围神经病变病人TUGT时间的危险因素,同时,TUGT时间对老年2型糖尿病周围神经病变病人跌倒具有良好的预测价值。
文摘针对部分煤层气区块存在单井产量差异大、低产井多的问题,以大宁-吉县区块浅层煤层气的9口生产井为研究对象,通过注入压降试井测试方法,分析了高产井与低产井的试井解释特征。结果表明:高产井的特征为见气压力高、地层压力低、渗透率高、裂缝特征明显;低产井的特征为地层压力高、渗透率低、裂缝特征不明显;在地质条件相近、排采制度相同的情况下,单井产量主要受钻井、压裂等工程因素的影响;通过引入动态p_(d)值(解吸区间)发现,低单井产量主要是由p_(d)值较低(小于1 MPa)、解吸区间小、储层物性较差造成的。在此类井中开展储层二次改造后,产量由200~400 m^(3)/d提升至1000 m ^(3)/d。
基金funded by the National Natural Science Foundation of China (Nos. 41502265 and 41427803)the Key Research and Development Program of Shandong Province, China (No. 2016ZDJS09A03)+1 种基金Data acquisition and sample collections were supported by NSFC Open Research Cruise (Cruise Nos. NORC2016-01 and NORC2017-05)funded by Shiptime Sharing Project of NSFC
文摘In marine engineering, the strength of a submarine sediment is an indispensable parameter for assessment of construction. In this study, a free-fall cone penetrator named IPen was developed to realize a rapid and efficient measurement of sediment strength. The equipment is characterized by modular design and self-contained data acquisition. It is equipped with an acceleration sensor, a water pressure sensor, and a piezocone penetration test(CPTu) probe. It is designed to be released from near seabed surface with a releaser and then fall freely to provide a higher penetration velocity. Its maximum working depth is approximately 2500 m and maximum penetration depth is approximately 3 m. To derive the correlation between penetration resistance and sediment strength, a calibrator was devised to determine the penetration-rate factor. In addition, the factor applicable to in situ test points was determined in laboratory experiments. In June 2016, the IPen was tested in situ in the South Yellow Sea, China, during a shared voyage funded by the National Science Foundation. Meanwhile, undisturbed column samples were collected for laboratory tests. Based on the in situ test results, it was demonstrated that the IPen could accurately record the working states of various sensors during the freely falling course. IPen test results reliably reflected the sediment strength at all the testing points when compared with laboratory calibration tests, in situ vane tests and penetration tests, laboratory penetration tests, and unconsolidated and undrained triaxial compression tests.
