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| 1 | 综合蒸发法和冷镜露点法测量水-土特征曲线和非饱和渗透系数(英文)显示文摘目的:综合使用HYPROP和WP4C两种仪器,探索采用蒸发法和冷镜露点法测量大吸力范围的水-土特征曲线,并采用收缩曲线对土体变形进行修正。方法:1.采用HYPROP仪器,在0~100 kPa吸力范围内测量土体的水-土特征曲线。2.当吸力大于600 kPa时,采用WP4C仪器,测量土体的水-土特征曲线。3.采用传统张力仪吸力板仪器,在0~500k Pa吸力范围内测量土体的水-土特征曲线。4.采用Satyanaga et al.(2017)公式,对实验数据进行拟合。5.采用HYPROP仪器直接测量土体的非饱和渗透系数。6.采用蒸发法,获取干缩曲线。结论:1.采用Satyanaga et al.(2017)公式,对实验数据进行拟合,拟合参数直接关联到进气值、拐点及方差。拟合结果显示,不同仪器所收集的水-土特征曲线的数据相互吻合,为水-土特征曲线的实验测量提供了更大的吸力范围。2.采用HYPROP仪器测量的非饱和渗透系数和采用传统改装的非饱和三轴实验数据基本吻合,因此,HYPROP可以作为在低吸力范围内(<100 kPa)测量非饱和渗透系数的有效仪器。3.当进气值小于100 kPa或者大于500 kPa时,综合采用HYPROP和WP4C可以有效缩短实验周期。 | Alfrendo SATYANAGA Harianto RAHARDJO Zhe Hao KOH Haneena MOHAMED | 2019 | Journal of Zhejiang University-Science A(Applied Physics & Engineering)2019，0，5： | 4 |
| 2 | Characteristics of unsaturated soil slope covered with capillary barrier system and deep-rooted grass under different rainfall patterns Check for updates显示文摘Rainfall-induced slope failures commonly occur in residual soil slopes.Slope failures are triggered by the reduction in soil strength.This is attributed to the decrease in soil suction due to rainwater infiltration.Slope covers like capillary barrier system and vegetative cover are effective methods that can be used to prevent rainfall-induced slope failures.The capillary barrier system is able to limit the rainwater infiltration,and vegetation can contribute to the increase in soil strength.Vetiver grass is widely planted in tropical and subtropical areas of the world for soil and water conservation.This study investigates the characteristics of unsaturated soil slope covered with capillary barrier system and Vetiver grass in comparison with the original slope through numerical analyses and field measurements.The analyses were carried out under the advanced,normal,and delayed rainfall patterns.The results of the analyses indicated that the capillary barrier system played a more significant role than the Vetiver grass in maintaining slope stability,although both the capillary barrier system and Vetiver grass contributed to the slope stability.In addition,both numerical analyses and field measurements showed that under the delayed and normal rainfall patterns,when antecedent rainwater infiltration could increase the soil moisture,the capillary barrier system performed much better compared to Vetiver grass in maintaining soil matric suctions and slope stability. | Yangyang Li Alfrendo Satyanaga Harianto Rahardjo | 2021 | International Soil and Water Conservation Research2021，9，3： | 1 |
| 3 | Technological networking and innovation implementation显示文摘 | Pennings J M Harianto F | | 0，，03： | 1 |
| 4 | A methodology for obtaining optimum gear tooth micro-topographies for noise and stress minimization over a broad operating torque range 显示文摘 | HARIANTO J HOUSER D R | 2008 | Gear Technology2008，，7： | 1 |
| 5 | Reconfigurable Web wrapper agents显示文摘 | Chia-Hui Chang Harianto Siek Jiann-Jyh Lu Chun-Nan Hsu Jen-Jie Chiou | 2003 | 18(5)2003，18，5： | 1 |
| 6 | Factors affecting drying and wetting soil-water characteristic curves of sandy soils显示文摘 | HONG Y HARIANTO R Eng-Choon L | 2004 | Canadian Geotechnical Journal2004，41，5： | 1 |
| 7 | Effect of hydraulic properties of soil on rainfall-induced slope failure显示文摘 | AREZOO R HARIANTO R ENG-CHOON L | 2010 | Engineering Geology2010，114，3： | 1 |
| 8 | 孔径分布函数对水分在非饱和土体中迁移的作用(英文)显示文摘目的:了解孔径分布函数对水分在非饱和土体中迁移的影响,并提出相关数学模型,量化非饱和土体在不同吸力作用下的渗透系数。创新点:从孔径分布函数出发探讨土体的工程性质,以日常生活中所用的阀门模型解释非饱和土体在不同吸力作用下的渗透系数。提出采用非饱和土渗透系数的实验数据,间接估算土体的孔径分布函数。方法:从物理模型推导相关数学公式,并用实验结果对数学公式进行验证。结论:孔径分布函数主导非饱和土的渗透系数;孔径分布函数是连接土体两大水力特性(包括水土特征曲线和渗流方程)的桥梁。孔径分布函数对水分在土体中迁移的作用可以用日常生活中使用的阀门模型简单描述。基于阀门模型,土体的孔径分布函数也可以由土体的非饱和渗透系数的相关实验数据间接估算得到。 | Qian ZHAI Harianto RAHARDJO Alfrendo SATYANAGA PRIONO Guo-liang DAI | 2019 | Journal of Zhejiang University-Science A(Applied Physics & Engineering)2019，20，1： | 1 |
| 9 | The diffusion of technological innovations in the commercial banking industry显示文摘 | Pennings J M Harianto F | 1992 | Strategic Management Journal1992，13，1： | 1 |
| 10 | The advantage of natural polymer modified mortar with seaweed : green construction material innovation for sustainable concrete 显示文摘 | Retno S R M I Harianto H Sri T | 2014 | Procedia Engineering2014，95，： | 1 |
| 11 | Influence of de-sign parameters on mechanical power losses of helical gear pairs 显示文摘 | LI S VAIDVANATHAN A HARIANTO J | 2009 | Journal of Advanced Mechanical Design Systems and Man- ufacturing2009，3，2： | 1 |
| 12 | The diffusion of technologi- cal innovation in the commercial banking industry显示文摘 | PENNINGS M HARIANTO F | 1992 | Stra- tegic Management Journal1992，13，1： | 1 |
| 13 | Technological networking and innovation implementation显示文摘 | PENNINGS J M HARIANTO F | | 0，，03： | 1 |
| 14 | Top Management Tenure, Corporate Ownership Structure and the Magnitude of Golden Parachutes显示文摘 | Singh H Harianto F | 1989 | Strategic Management Journal1989，10，： | 1 |
| 15 | Top management tenure,corporate ownership structure and the magnitude of golden parachutes显示文摘 | Harianto F | 1989 | Strategic Management Journal1989，，10： | 1 |
| 16 | Water-deficit tolerance and field performance of transgenic alfalfa over expression superoxide dismutase 显示文摘 | McKersie B D Bowley S R Harianto E Leprince O | 1996 | Plant Physiolog1996，111，4： | 1 |
| 17 | The diffusion of technological innovation in the commercial banking industry 显示文摘 | Pennings J M Harianto F | 1992 | Strategic Management Journal1992，13，： | 1 |
| 18 | The Diffusion of Technological Innovation in the Commercial Banking Industry 显示文摘 | Pennings M Harianto F | 1992 | Strategic Management Journal1992，13，1： | 1 |
| 19 | The effect of micro-geometry and load on helical gear noise excitations 显示文摘 | Houser D R Harianto J | 2005 | SAE Technical Paper2005，，： | 1 |
| 20 | The diffusion of technology innovation in the commercial banking industry显示文摘 | PENNINGS J HARIANTO F | 1992 | Strategic Management Journal1992，13，1： | 1 |
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