大坝与安全
大壩與安全
대패여안전
LARGE DAM & SAFETY
2014年
3期
61-66
,共6页
仪器%切向和径向位移%基础%地质条件
儀器%切嚮和徑嚮位移%基礎%地質條件
의기%절향화경향위이%기출%지질조건
instruments%tangential and radial displacement%foundation%geological condition
鉴于大坝安全对整个区域稳定和安全的影响巨大,对大坝的静态和动态特性进行监测一直以来都极具重要性。大坝安全监测系统通常依据边界条件(如气温、降雨、水位等)和结构物响应情况(如位移、旋转、孔隙水压力等)。为确保这类巨型建筑物的安全,至今为止,使用了许多监测仪器和调查手段。伊朗的Zayandeh-Rud混凝土拱坝,用垂线装置大致记录了坝体相对于坝基的切向位移和径向位移,其精度在可接受的范围。坝体的径向位移和切向位移主要由库水位的变化引起。文章对监测数据进行了分析,对现有可用来监测大型建筑物(如大坝)位移的仪器的长期监测进行了讨论。从仪器监测分析结果可知,坝体和坝基目前都处于稳定状态。分析还表明,由于软弱地质条件的影响,右岸的位移比左岸大,并且,位移主要受库水位的影响。
鑒于大壩安全對整箇區域穩定和安全的影響巨大,對大壩的靜態和動態特性進行鑑測一直以來都極具重要性。大壩安全鑑測繫統通常依據邊界條件(如氣溫、降雨、水位等)和結構物響應情況(如位移、鏇轉、孔隙水壓力等)。為確保這類巨型建築物的安全,至今為止,使用瞭許多鑑測儀器和調查手段。伊朗的Zayandeh-Rud混凝土拱壩,用垂線裝置大緻記錄瞭壩體相對于壩基的切嚮位移和徑嚮位移,其精度在可接受的範圍。壩體的徑嚮位移和切嚮位移主要由庫水位的變化引起。文章對鑑測數據進行瞭分析,對現有可用來鑑測大型建築物(如大壩)位移的儀器的長期鑑測進行瞭討論。從儀器鑑測分析結果可知,壩體和壩基目前都處于穩定狀態。分析還錶明,由于軟弱地質條件的影響,右岸的位移比左岸大,併且,位移主要受庫水位的影響。
감우대패안전대정개구역은정화안전적영향거대,대대패적정태화동태특성진행감측일직이래도겁구중요성。대패안전감측계통통상의거변계조건(여기온、강우、수위등)화결구물향응정황(여위이、선전、공극수압력등)。위학보저류거형건축물적안전,지금위지,사용료허다감측의기화조사수단。이랑적Zayandeh-Rud혼응토공패,용수선장치대치기록료패체상대우패기적절향위이화경향위이,기정도재가접수적범위。패체적경향위이화절향위이주요유고수위적변화인기。문장대감측수거진행료분석,대현유가용래감측대형건축물(여대패)위이적의기적장기감측진행료토론。종의기감측분석결과가지,패체화패기목전도처우은정상태。분석환표명,유우연약지질조건적영향,우안적위이비좌안대,병차,위이주요수고수위적영향。
Monitoring the static and dynamic behavior of large dams has always been a topic of great im-portance, due to the impact these structures have on the whole landscape where they are built. Large dam monitoring systems are usually based on both boundary conditions (temperature, rainfall, water lev-el, etc.) and structural responses (i.e. displacements, rotations, pore pressures, etc.). Many instruments and surveying methods have been applied so far in order to continuously access to the safety of this kind of huge structures. In this paper, the tangential and radial displacements of dam body with respect to the foundation, generally recorded with an acceptable degree of accuracy by pendulum instruments, is main-ly induced by variations of lake water level. This paper presents a successful data analysis and discus-sion from a long time monitoring of the instruments that are currently available for monitoring displace-ments of big structures such as large dams. From the results of analysis by instruments it has pointed out that the dam body and foundation are stable. Analysis has shown that the right bank movements, be-cause of weaker geology are slightly larger than on the left bank. Also, the results indicate that displace-ments are dominated by reservoir water level.