岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2015年
z1期
3116-3122
,共7页
候天兴%杨兴国%黄成%黄康鑫%周家文
候天興%楊興國%黃成%黃康鑫%週傢文
후천흥%양흥국%황성%황강흠%주가문
边坡工程%高边坡%滚石%运动特性%碰撞%冲击力
邊坡工程%高邊坡%滾石%運動特性%踫撞%遲擊力
변파공정%고변파%곤석%운동특성%팽당%충격력
slope engineering%high slope%rockfall%motion characteristics%collision%impact force
滚石灾害在工程施工过程中对施工人员、设备和构筑物具有较大的威胁,因此研究滚石的运动特性及其冲击力显得非常重要。基于刚体运动学原理建立滚石运动特性的计算方法,通过与数值仿真结果对比来验证其合理性,同时滚石的运动参数作为计算其对构筑物冲击力的基础参数。在考虑滚石自转的基础上,基于冲量定理提出滚石冲击力的计算方法,并结合弹性力学理论解决计算中的撞击时间难以确定的问题。利用提出的方法对长河坝环境边坡的滚石运动特性及冲击力进行分析,计算结果表明:滚石运动过程最大弹跳高度可达25 m、最大平动速度和转动速度分别可达到57 m/s及350 rad/s,滚石运动受地形影响较大。结合运动参数分析结果和冲击力计算模型确定滚石对不同部位构筑物的冲击力数值,冲击力计算结果为构筑物位置的选择及灾害防治提供了一定的参考。
滾石災害在工程施工過程中對施工人員、設備和構築物具有較大的威脅,因此研究滾石的運動特性及其遲擊力顯得非常重要。基于剛體運動學原理建立滾石運動特性的計算方法,通過與數值倣真結果對比來驗證其閤理性,同時滾石的運動參數作為計算其對構築物遲擊力的基礎參數。在攷慮滾石自轉的基礎上,基于遲量定理提齣滾石遲擊力的計算方法,併結閤彈性力學理論解決計算中的撞擊時間難以確定的問題。利用提齣的方法對長河壩環境邊坡的滾石運動特性及遲擊力進行分析,計算結果錶明:滾石運動過程最大彈跳高度可達25 m、最大平動速度和轉動速度分彆可達到57 m/s及350 rad/s,滾石運動受地形影響較大。結閤運動參數分析結果和遲擊力計算模型確定滾石對不同部位構築物的遲擊力數值,遲擊力計算結果為構築物位置的選擇及災害防治提供瞭一定的參攷。
곤석재해재공정시공과정중대시공인원、설비화구축물구유교대적위협,인차연구곤석적운동특성급기충격력현득비상중요。기우강체운동학원리건립곤석운동특성적계산방법,통과여수치방진결과대비래험증기합이성,동시곤석적운동삼수작위계산기대구축물충격력적기출삼수。재고필곤석자전적기출상,기우충량정리제출곤석충격력적계산방법,병결합탄성역학이론해결계산중적당격시간난이학정적문제。이용제출적방법대장하패배경변파적곤석운동특성급충격력진행분석,계산결과표명:곤석운동과정최대탄도고도가체25 m、최대평동속도화전동속도분별가체도57 m/s급350 rad/s,곤석운동수지형영향교대。결합운동삼수분석결과화충격력계산모형학정곤석대불동부위구축물적충격력수치,충격력계산결과위구축물위치적선택급재해방치제공료일정적삼고。
Rockfall hazard has a greater threat on the construction workers,equipment and structures during the engineering construction process,so that it′s important to understanding the motion characteristics and the impact force of rockfall. Based on the kinematic principles of rigid material,a calculation method is presented to simulate the motion characteristics of rockfall. The reasonable of the presented method is validated by comparison analysis of theoretical values and numerical results,and the motion parameters of rockfall are used to compute its impact force on structures. On the basis of considering the self-rotation of rockfall,a computational method for determination of impact force is presented base on impulse theorem,and the difficult problem for determining of the impact time is solved by use of elastic mechanics. The presented method is adopted to determine the motion characteristic parameters and impact force of the rockfall hazard at the natural slope of Changheba Hydropower Station. Simulated results show that,during the movement process of rockfall,the maximum jumping height is 25 m,the maximum translational velocity and rotational speed are 57 m/s and 350 rad/s,respectively;and influenced by the terrain condition. Combined with the motion parameters of rockfall and theoretical model for impact force,the impact force of rockfall effect on structure at different locations are determined,the calculation results have a great reference value to the location selection of structures and the hazard mitigation and prevention of rockfall.