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研究员
特大高位泥石流桩梁组合结构及防治方法

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埋入式微型组合桩群及其抗滑设计方法

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一种崩塌体裂缝识别报警装置及其识别方法

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特大高位泥石流小口径组合肋底桩防护结构
针对在惯性加速区常规重力坝、格栅坝等不能抵抗巨石撞击的技术缺陷，发明治理强震区高位泥石流的桩梁坝等新型水石分治技术。通过雁列型排桩及连接前后Ｎ排单桩“Y”形连系梁，提高了整体稳定性和安全性。

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针对滑坡应急处置发明的技术，有效地提高了工程抢险工效。提出了各微型桩分担滑坡推力的计算方法，以及配筋截面积、嵌固段长度等。并采用动态设计方法，利用滑坡防治安全系数来确定滑体受荷段微型桩长度。

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可实现对崩塌体裂缝高效识别及危险区域现场报警，最大限度地减轻崩塌灾害。控制模块包括有供电、裂缝识别检测和智能报警功能，通过数据传输模块连接至远程数据监控中心，改进了现有监测预警技术缺陷。

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针对强震区沟谷泥石流动力冲蚀切割强烈、堵溃放大效应显著等特点，发明了新型非开挖防刨蚀护底快速防护技术。通过小口径桩群及肋梁快速提升固定泥石流物源的能力，降低了形成发生大规模高位泥石流危险性。
Research on Heavy-Rainfall-Induced and Hydraulic-Driven Geological Hazards in China (WCoE 2014–2017)

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Formation and characteristics of Guang’an Village

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Post-failure behavior analysis of the Shenzhen ‘‘12.20” CDW landfill

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A nonstationary parameter model for the sandstone creep tests

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Heavy-rainfall-induced catastrophic rockslide-debris

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Landslide hazards triggered by the 2008 Wenchuan

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Analysis of the Tangjiaxi landslide-generated waves in the Zhexi Reservoir, China, by a granular flow coupling model

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Mechanism of the December 2015 Catastrophic Landslide at the Shenzhen

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The June 2017 Maoxian landslide: Geological disaster in an earthquake area after the Wenchuan Ms 8.0 earthquake

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Characteristics and numerical runout modeling of the heavy rainfall-induced catastrophic landslide–debris flow at Sanxicun, D

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Investigation and dynamic analysis of the long runout catastrophic landslide at the Shenzhen landfill on December 20, 2015, i

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Potential for a Ganhaizi landslide-generated surge in Xiluodu Reservoir, Jinsha River, China

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Experimental and numerical investigations of a catastrophic long-runout landslide in Zhenxiong, Yunnan, southwestern China

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Reservoir-induced landslides and risk control in Three Gorges Project on Yangtze River, China