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STEPSINTHEEVALUATIONOFDAMSAFETYTherearemoreembankmentdamswithseismicsafetydeficiencie...
STEPS IN THE EVALUATION OF DAM SAFETY
There are more embankment dams with seismic safety deficiencies than it has been
possible to remediate with available time and resources. Most agencies have
established procedures for periodic evaluation of their dam inventory and prioritizing
those requiring modification. A logical series of steps to do this includes the
following:
1. Review the project history – site conditions, construction records, as-built
conditions, maintenance records, etc.
2. Assess the current conditions of the embankment and appurtenant structures
3. Determine the site seismicity and estimate the ground motions using state-ofknowledge
procedures.
4. Develop best estimate characterization models for the dam and its foundation
5. Do simple, approximate analyses for estimation of possible liquefaction,
deformation, and cracking failure modes. 展开
There are more embankment dams with seismic safety deficiencies than it has been
possible to remediate with available time and resources. Most agencies have
established procedures for periodic evaluation of their dam inventory and prioritizing
those requiring modification. A logical series of steps to do this includes the
following:
1. Review the project history – site conditions, construction records, as-built
conditions, maintenance records, etc.
2. Assess the current conditions of the embankment and appurtenant structures
3. Determine the site seismicity and estimate the ground motions using state-ofknowledge
procedures.
4. Develop best estimate characterization models for the dam and its foundation
5. Do simple, approximate analyses for estimation of possible liquefaction,
deformation, and cracking failure modes. 展开
2个回答
展开全部
STEPS IN THE EVALUATION OF DAM SAFETY
评估水坝安全性的步骤
There are more embankment dams with seismic safety deficiencies than it has been
possible to remediate with available time and resources. Most agencies have
established procedures for periodic evaluation of their dam inventory and prioritizing
those requiring modification. A logical series of steps to do this includes the
following:
有地震安全隐患的土石坝数量远超过现有时间和资源所可能去修复的。大部分该管部门都建立了一些程序,定期评估他们所辖区内的水坝,然后调整一下该整改的先后次序。合于逻辑的处理步骤包含下列几点:
1. Review the project history – site conditions, construction records, as-built
conditions, maintenance records, etc.
检视该项目的历史,选址时的情况,建筑纪录,竣工情况,维修记录等
2. Assess the current conditions of the embankment and appurtenant structures
评估堤坝和附属结构的现况
3. Determine the site seismicity and estimate the ground motions using state-ofknowledge
procedures.
定出现场易受震范围然后用已知的程序估算地面震波的幅度。
4. Develop best estimate characterization models for the dam and its foundation
为堤坝和它的地基开发出最好的预测特征模型
5. Do simple, approximate analyses for estimation of possible liquefaction,
deformation, and cracking failure modes.
进行一些简单概略的分析来预估可能发生的液化、形变和崩塌模式
希望对您的理解能有帮助,别忘了采纳哦 。。。
评估水坝安全性的步骤
There are more embankment dams with seismic safety deficiencies than it has been
possible to remediate with available time and resources. Most agencies have
established procedures for periodic evaluation of their dam inventory and prioritizing
those requiring modification. A logical series of steps to do this includes the
following:
有地震安全隐患的土石坝数量远超过现有时间和资源所可能去修复的。大部分该管部门都建立了一些程序,定期评估他们所辖区内的水坝,然后调整一下该整改的先后次序。合于逻辑的处理步骤包含下列几点:
1. Review the project history – site conditions, construction records, as-built
conditions, maintenance records, etc.
检视该项目的历史,选址时的情况,建筑纪录,竣工情况,维修记录等
2. Assess the current conditions of the embankment and appurtenant structures
评估堤坝和附属结构的现况
3. Determine the site seismicity and estimate the ground motions using state-ofknowledge
procedures.
定出现场易受震范围然后用已知的程序估算地面震波的幅度。
4. Develop best estimate characterization models for the dam and its foundation
为堤坝和它的地基开发出最好的预测特征模型
5. Do simple, approximate analyses for estimation of possible liquefaction,
deformation, and cracking failure modes.
进行一些简单概略的分析来预估可能发生的液化、形变和崩塌模式
希望对您的理解能有帮助,别忘了采纳哦 。。。
2011-02-28
展开全部
步骤在大坝安全性评价
与地震有更多的土石坝安全缺陷比以往
可能的补救与现有的时间和资源。大多数机构
定期评估其大坝库存和优先既定程序
那些需要修改。一个合乎逻辑的步骤做这包括一系列的
下列各项:
1。回顾历史上的项目 - 场地条件,施工记录,竣工
条件,维修记录等
2。评估路堤和从属结构现状
3。决定站点,并估计地震地面运动使用国有ofknowledge
程序。
4。开发最佳估计为大坝模型和它的基础特性
5。做简单的,对于可能液化估计近似分析,
变形,开裂的失效模式。
与地震有更多的土石坝安全缺陷比以往
可能的补救与现有的时间和资源。大多数机构
定期评估其大坝库存和优先既定程序
那些需要修改。一个合乎逻辑的步骤做这包括一系列的
下列各项:
1。回顾历史上的项目 - 场地条件,施工记录,竣工
条件,维修记录等
2。评估路堤和从属结构现状
3。决定站点,并估计地震地面运动使用国有ofknowledge
程序。
4。开发最佳估计为大坝模型和它的基础特性
5。做简单的,对于可能液化估计近似分析,
变形,开裂的失效模式。
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