1) abutment treatment
坝肩处理
2) dam foundation treatment
坝基处理
1.
A new type synthetic material was used for the dam foundation treatment,thus improving the dam foundation under s.
为解决平原地区水库渗漏量大、周围农田易沼泽化的技术难题,济南市鹊山调蓄水库工程在建设过程中对坝体防渗结构设计进行优化,采用了坝基垂直截渗和排渗减压等综合防渗技术,坝基处理则采用了新型土工格栅合成材料,改善了坝基的受力状况,达到了减少沉降的目的。
3) dam abutment
坝肩
1.
Study on reinforcement of resisting rock masses of Xiaowan arch dam abutment;
小湾拱坝坝肩抗力岩体加固分析研究
2.
Review on dynamic stability analysis of rock mass in high arch dam abutment;
拱坝坝肩岩体动力稳定性分析研究方法简述
3.
Analysis of influence of Baihetan arch dam thrust on dam abutment;
白鹤滩水电站拱坝推力对坝肩的影响分析
4) abutment
[英][ə'bʌtmənt] [美][ə'bʌtmənt]
坝肩
1.
Deformation and stability analysis of right abutment of Danjiang arch dam;
单江拱坝右坝肩岩体变形稳定计算分析
2.
Three dimensional nonlinear seismic stability analysis of abutment jointed rock mass of high arch dam;
高拱坝坝肩裂隙岩体的三维非线性抗震稳定性分析
3.
Effects of seismic residual deformation of abutment rock on safety of Xiaowan arch dam;
坝肩岩体地震残余变形对小湾拱坝安全度影响
5) dam shoulder
坝肩
1.
There are some weak rock groups within the rock mass of Pangzhuang Reservoir s left dam shoulder, Taigu County, Shanxi Province, under the geological structural action and long-period soaking, these rock groups are easily softened and argillized, their shear strength will be decreased, forming the weak structural plane and the latent slip plane and influencing the stability of the dam.
山西省太谷县庞庄水库左坝肩岩石夹有稳定性较差的软弱岩组,在地质构造作用和长期受浸状态下易软化、泥化,抗剪强度降低,形成软弱结构面,易形成潜在滑移面,影响大坝稳定。
2.
This paper studied the changes of stability factors of Xiaowan arch dam shoulders under two different seepage now conditions.
对比分析了小湾高拱坝两种不同渗压作用下,坝肩滑动块体安全系数的变化情况。
6) arch dam abutment
拱坝坝肩
1.
A review of safety evaluation of concrete arch dam abutments;
混凝土拱坝坝肩的安全评价问题综述
2.
Gravity arch dam abutment rock stability and its engineering treatment measurements
重力拱坝坝肩岩体稳定与工程处理对策
3.
As the example, the application of prestressing anchorage technique on faults and insubstantial structures of the arch dam abutment in Xingjiang Dashankou hydropower station is .
以新疆大山口电站拱坝为实例,在分析拱坝坝肩边界条件、荷载的基础上提出了坝肩综合加固处理方案,指出锚固设计、参数确定方法、施工工艺对锚固效果的影响,并通过坝肩加固后大坝监测系统的资料分析对坝肩工作状态及加固效果进行了评价。
补充资料:肩肩
1.瘦小细长貌。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条