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| 1 | Soil Parameter Identification for Wheel-terrain Interaction Dynamics and Traversability Prediction显示文摘这篇论文为为穿越未知地面的 wheeled 车辆识别土壤参数论述一种新奇技术。识别土壤参数为预言车辆列车间的挂钩拉和车轮驱动器转矩被要求,它能接着在未知地面上被用于 wheeled 车辆的 traversability 预言,拖拉控制,和表演优化。建议技术基于牛顿 Raphson 方法。一个车轮土壤相互作用模型的一种接近的形式为这个目的基于合成 Simpson 鈥檚 统治被采用。要鉴别的关键土壤参数是内部磨擦角度,砍变丑模量,和 lumped 压力下沉系数。第四个参数,结合,不与车辆列车间的挂钩拉太相关,并且在鉴定进程期间被分配平均的值。识别参数与已知的价值相比,并且出现在同意。鉴定方法相对快、柔韧。识别土壤参数能有效地被用来与好精确性预言列车间的挂钩拉和车轮驱动器转矩。识别土壤参数的使用被介绍为穿越未知地面的 wheeled 车辆设计一个 traversability 标准。关键词土壤参数 - traversability - 牛顿 Raphson - 合成 Simpson 鈥檚 统治 - wheeled 车辆这个工作被 EPSRC 部分地支持(没有。GR/S31402/01 ) 。Suksun Hutangkabodee 在 1976 在泰国出生了。他收到了 B.Eng。在来自 Chulalongkorn 大学的 mechanical engineering,曼谷,在 1999 的泰国。他从国王鈥檚 学院伦敦,在电脑辅助的 mechanical engineering 收到了他的 M.Sc 学位在 2002 的英格兰,并且当前在一样的机构向一个博士正在工作。他的研究兴趣包括车辆地面相互作用动力学和土壤参数鉴定。Yahya Hashem Zweiri 获得了他的 B.Sc。在来自乔丹乔丹的大学的 Mechanical Engineering 的度和他在从国王鈥檚 学院伦敦,的柴油机引擎建模和评价的博士学位英格兰, 2003。他当前是在在国王鈥檚 学院伦敦的 Mechanical Engineering 的部门的一个研究家伙,研究无人的地面车辆的车辆地面相互作用动力学。他也是在 Mechanical Engineering 的部门的一个助教,亩鈥檛a h 大学,乔丹,并且从亩鈥檛a h 当前休假大学。他让超过 16 年在机械系统的建模,评价,和控制研究经验,并且在国际杂志和会议论文录出版了超过 40 篇审阅研究论文。他的研究兴趣包括非线性的建模,评价,和控制。Lakmal Dasarath Seneviratne 从国王鈥檚 学院伦敦在 Mechanical Engineering 获得了他的 B.Sc (Eng ) 和博士度。他当前是在在国王鈥檚 学院伦敦的 Mechatronics 的一个教授。他也是在国王鈥檚 学院伦敦设计的 Mechatronics 和生产系统的中心的主任。他的主要研究兴趣包括机器人学和聪明的自治系统。塞内威拉特内教授是 IEEE 的一个成员。Kaspar Althoefer 从工业大学 Aachen 在电子工程保持一个学位,德国。他在国王鈥檚 学院伦敦(KCL ) 在电、电子的工程的部门执行了他的博士研究,在他在 1997 完成了博士的地方。他现在是在在 KCL 的 Mechanical Engineering 的部门的一个讲师。自从 1992,从事关于 mechatronics 的研究,他在基于机器人的应用的区域有广泛的专家知识,察觉到并且嵌入的智力。阿尔索弗博士是 IEEE 和 IEE 的一个成员。 | Suksun Hutangkabodee Yahya Hashem Zweiri Lakmal Dasarath Seneviratne Kaspar Althoefer | 2006 | International Journal of Automation and computing2006，3，3： | 8 |
| 2 | Stability characteristics of shallow landslide triggered by rainfall显示文摘Rainfall induced shallow landslides are known to be extremely dangerous since the sliding mass can propagate quickly and travel far from the source. Although the sliding mechanism in sloping ground is simple to understand, the problem may be complicated by unsaturated transient water flow. The flow behavior of rainwater in unsaturated sloping ground and the consequent factor of safety must be clearly understood to assess slope stability under rainfall conditions. A series of laboratory experiments was conducted to examine the critical hydrological states so that assessment of slope stability under rainfall condition can be performed. Based on the test results, a unique relationship between critical hydrological states, rainfall intensity, and soil properties was formulated. Sequential stability analysis provided insights into the stability of slopes subjected to variations in soil properties, slope angles and rainfall intensities, and the consequent variation in the depth of the failure plane, vital in landslide risk assessment, was determined through this analysis.The variation of rainfall intensity was found to strongly affect the depth of the failure plane in cohesionless sloping ground. Furthermore, the influence of rainfall intensity on the depth of the failure plane may be alleviated by a small magnitude of cohesive strength. The results of this study will reinforce knowledge of landslide behavior and help to improve mitigation measures in susceptible areas. | Avirut CHINKULKIJNIWAT Taworn TIRAMETATIPARAT Chanathip SUPOTAYAN Somjai YUBONCHIT Suksun HORPIBULSUK Rattana SALEE Panich VOOTTIPRUEX | 2019 | Journal of Mountain Science2019，16，9： | 4 |
| 3 | Analysis of a tunnel failure caused by leakage of the shield tail seal system显示文摘This paper presents an analysis of a tunnel failure accident during shield tunnel construction on Foshan Metro Line 2 in China.The failure is caused by the leakage of the multilayer seal system,which consists of several brush seals at the tail of the shield.Four different failure modes for the multilayer seal system are discussed.A simple structural analysis of the brush seals is then conducted,and failure mode 4(failure due to brush seal deformation)is identified as a major reason for the Foshan tunnel accident.A finite element method(FEM)analysis is employed to validate the conclusions drawn from the simple structural analysis of the brush seals. | Chao Yu Annan Zhou Jun Chen Arul Arulrajah Suksun Horpibulsuk | 2020 | Underground Space2020，5，2： | 3 |
| 4 | Analysis ofStrength Development in Cement- stabilized Silty Clayfrom Microstructural considerations显示文摘 | Suksun H Runglawan R Avirut C | 2010 | Construction andBuilding Materials2010，，24： | 1 |
| 5 | Analysis of the behavior of DOT tunnel lining caused by rolling correction operation显示文摘 | SHEN Shui-long SUKSUN Horpibulsuk LIAO Shao-ming | 2009 | Tunnelling and Underground Space Technology2009，24，1： | 1 |
| 6 | Environmentally sustainable groundwater control during dewatering with barriers:A case study in Shanghai显示文摘This paper presents a case study on groundwater control and environmental protection during a deep excavation of the foundation pit for the Liyang Road Station of Metro Line 10 in Shanghai.A three-dimensional finite element simulation model was constructed to quantify the effects of a dewatering process on the environment around the excavation pit.To understand the decrease in the groundwater level around the foundation pit,the ground settlement and groundwater level were studied.During the excavation,environmental protection methods were used in the design of the optimal watering system to check its detrimental environmental effects.The effects of the diaphragm wall and horizontal barrier system were analyzed by varying their insertion depths and the resulting changes in the ground settlement and groundwater level were studied.It was found that increasing the insertion depth of the diaphragm wall reduced settlement near the excavation site but increased the construction costs.The diaphragm wall used in combination with a horizontal barrier was found to be effective in arresting the decrease in groundwater level and reducing settlement around the excavation site. | Zhi-Fei Xie Shui-Long Shen Arul Arulrajah Suksun Horpibulsuk | 2021 | Underground Space2021，6，1： | 1 |
| 7 | Assessment of strength development in blended cement admixed Bangkok clay显示文摘 | Suksun Horpibulsuk Runglawan Rachan Apichat Suddeepong | 2010 | Construction and Building Materials2010，，4： | 1 |
| 8 | A critical state model for overconsolidated structured clays显示文摘 | SUEBSUK JIRAYUT HORPIBULSUK SUKSUN LIU M D | 2011 | Computers and Geotechnics2011，38，2： | 1 |
| 9 | Analysis of Strength Develop-ment in Cement-stabilized Silty Clay from Microstruc-tural considerations显示文摘 | Suksun Horpibulsuk Runglawan Rachan AvirutChinkulkijniwat | 2010 | Construction and Building Mate-rials2010，24，： | 1 |
| 10 | Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays显示文摘 | Jirayut Suebsuk Suksun Horpibulsuk Martin D. Liu | 2010 | Computers and Geotechnics2010，，7： | 1 |
| 11 | Analysis of the behavior of DOT tunnel lining caused by rolling correction operation显示文摘 | Shui-Long Shen Suksun Horpibulsuk Shao-Ming Liao Fang-Le Peng | 2008 | Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2008，，： | 1 |
| 12 | A Critical State Model for Overconsolidated Structured Clays显示文摘 | Jirayut Suebsuk Suksun Horpibulsuk Martin D Liu | 2011 | Computers and Geotechnics2011，38，2： | 1 |
| 13 | Strength development in blended cement ad- mixed saline clay显示文摘 | Suksun Horpibulsuk | 2012 | Applied Clay Science2012，55，： | 1 |
| 14 | Clay Water/Cement Ratio Iderttity for Cement Admixed Soft Clays显示文摘 | Suksun H Norihiko M Nagaraj T S | 2005 | J Geotech and Geoenvir Engrg2005，131，2： | 1 |
| 15 | Influence of Wet-Dry Cycles on Compressive Strength of Calcium Carbide Residue–Fly Ash Stabilized Clay显示文摘 | Apichit Kampala Suksun Horpibulsuk Nutthachai Prongmanee Avirut Chinkulkijniwat | 2014 | Journal of Materials in Civil Engineering2014，，4： | 1 |
| 16 | Strength and compressibility of lightweight cemented clays显示文摘 | Suksun Horpibulsuk Apichat Suddeepong Avirut Chinkulkijniwat Martin D. Liu | 2012 | Applied Clay Science2012，，： | 1 |
| 17 | Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite显示文摘 | Suksun Horpibulsuk Narongded Yangsukkaseam Avirut Chinkulkijniwat Yan Jun Du | 2011 | Applied Clay Science2011，，1： | 1 |
| 18 | Clay-water/cement ratio identity for cement admixed soft clays显示文摘 | Suksun H Norihiko M Nagaraj T S | 2005 | J Geotech and Geoenvir Engrg2005，131，2： | 1 |
| 19 | Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model显示文摘 | Suksun Horpibulsuk Martin D. Liu Deepa S. Liyanapathirana Jirayut Suebsuk | 2009 | Computers and Geotechnics2009，，1： | 1 |
| 20 | Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model显示文摘 | Suksun Horpibulsuk Martin D. Liu Deepa S. Liyanapathirana Jirayut Suebsuk | 2009 | Computers and Geotechnics2009，，1： | 1 |
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