纸质出版:2012
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[1]王林峰,唐红梅,陈洪凯.泥石流区桥墩损毁机制与控制研究[J].防灾减灾工程学报,2012,32(03):353-358.
王林峰, 唐红梅, 陈洪凯. Study on the Mechanism of Pier′s Destruction and Control in the Active Debris Flow Regions[J]. 2012, 32(3): 353-358.
[1]王林峰,唐红梅,陈洪凯.泥石流区桥墩损毁机制与控制研究[J].防灾减灾工程学报,2012,32(03):353-358. DOI: 10.13409/j.cnki.jdpme.2012.03.020.
王林峰, 唐红梅, 陈洪凯. Study on the Mechanism of Pier′s Destruction and Control in the Active Debris Flow Regions[J]. 2012, 32(3): 353-358. DOI: 10.13409/j.cnki.jdpme.2012.03.020.
为了保证安全
泥石流多发区的道路常采用桥梁的方式通过。位于泥石流区的桥梁的桥墩在泥石流暴发时受到泥石流的冲击
常会造成不同程度的损毁。泥石流冲击力是泥石流区桥墩受到的主要荷载
目前在计算泥石流冲击力时一般将其视为均质体
但是泥石流为固液两相流体
因此得到的计算结果误差较大。为了提高精确度
本文对泥石流冲击力计算公式进行了修正
先分别运用动力学中的弹性碰撞理论和牛顿第二定律对泥石流固相和液相的冲击力进行计算
然后将其进行叠加
得到总的泥石流冲击力。泥石流区桥墩破坏的模式主要有冲击破坏、倾覆破坏和滑动破坏3种形式。为了减小泥石流对桥墩的破坏能
可在桥墩受到泥石流冲击的部位设置消能层
通过算例发现
设置消能层后冲击力减小了26.94%。
In order to ensure the road safety
bridge was adopted in the active debris flow regions.When the debris flow broke out
the pier located in the activie debris flow regions was impacted by the debris flow.The different impact forces could destruct the pier in different degrees.The debris flow′s impact force is the main load in the debris flow regions.Now
we usually consider the debris flow as an isotropic body.In fact
the debris flow is two-phase liquid
so the impact forces of debris flow included the solid phase′s impact force and liquid phase′s impact force.The two impact forces must be calculated separately.This paper has corrected the debris flow′s impact forces′ formula.Based on the inelastic collision and dynamics theory this paper receives the formula of the solid phase′s impact force.But the liquid phase′s impact force could be calculated by the Newton′s second law
because the pier′s stiffness is greater than the liquid phase′s.The destruction of pier contains three modes: impact destruction mode
capsize mode and slide mode Set a energy-dissipating layer on the pier could not only decrease the impct force but also decrease the damage potential of the debris flow.The exemple indicates that this technique′s control effect is significant.
泥石流淤埋桥梁后的毁损机制分析 [J]. 钟盈,陈洪凯. 重庆交通大学学报(自然科学版) . 2010(05)
考虑流固强耦合效应的深水桥墩地震反应分析 [J]. 王志华,曹伟,陈国兴. 防灾减灾工程学报 . 2010(05)
泥石流大块石冲击力的简化计算 [J]. 何思明,吴永,沈均. 自然灾害学报 . 2009(05)
泥石流防撞墩冲击力理论计算方法 [J]. 王强,何思明,张俊云. 防灾减灾工程学报 . 2009(04)
考虑弹塑性变形的泥石流大块石冲击力计算 [J]. 何思明,李新坡,吴永. 岩石力学与工程学报 . 2007(08)
川藏公路然乌-鲁朗段泥石流灾害成因分析及定量化分区 [J]. 丁继新,杨志法,尚彦军. 地质力学学报 . 2006(02)
泥石流两相冲击力及冲击时间计算方法 [J]. 陈洪凯,唐红梅. 中国公路学报 . 2006(03)
RESEARCH ON METHOD TO CALCULATE VELOCITIES OF SOLID PHASE AND LIQUID PHASE IN DEBRIS FLOW [J]. 陈洪凯,唐红梅,陈野鹰. Applied Mathematics and Mechanics(English Edition) . 2006(03)
RESEARCH ON ABRASION OF DEBRIS FLOW TO HIGH-SPEED DRAINAGE STRUCTURE [J]. 陈洪凯,唐红梅,吴四飞. Applied Mathematics and Mechanics(English Edition) . 2004(11)
Some observations on the prediction of the dynamic parameters of debris flows in pyroclastic deposits in the Campania region of Italy [J] . Anna Scotto di Santolo,Aldo Evangelista. Natural Hazards . 2009 (3)
A study of methods to estimate debris flow velocity [J] . Adam B. Prochaska,Paul M. Santi,Jerry D. Higgins,Susan H. Cannon. Landslides . 2008 (4)
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