1) the equivalent coefficient value of "m"
有效嵌固深度
2) embedded depth
嵌固深度
1.
With the flexibility fulcrum method to estimate displacement,the embedded depth of support member is analyzed according to equivalent beam method or the method of controlling the bottom displacement.
在采用弹性支点法预估位移的条件下,对按等值梁法和控制桩底位移两种方法分别确定的围护构件嵌固深度进行对比分析。
2.
It is assumed that the stability of an embedded large cylinder breakwater mainly depends on its embedded depth in soil.
根据大圆筒防波堤直径很大的特点 ,在无锚板桩计算方法的基础上 ,进一步考虑土体作用于筒底的水平切力、筒底土反力、以及筒内外土体对筒壁的竖向摩擦力对稳定性的作用 ,建立了沉入式大圆筒防波堤满足稳定性要求的嵌固深度计算方法。
3.
The nature of Xigeda rock is similar to very soft rock, but we have not worked out a clear and complete method to calculate anti-slide pile located in very soft rock in the present norms, and can not find the specialized research literature in this field of determination of embedded depth of anti-slide .
昔格达岩层的性质类似极软岩,现行各规范对极软岩中的抗滑桩未有明确完整的计算方法,对昔格达滑坡中抗滑桩嵌固深度的确定也未发现有此方面的专门研究文献。
3) embedment length
嵌固深度
1.
By introducing strength reduction FEM and engineering case,the application of the method of strength reduction FEM and limit equilibrium method in the design of embedment length of free segment of cable is explained and compared.
结果表明:由有限元强度折减法得到的滑面半径和安全系数都比极限平衡法得到的结果大,若以极限平衡法搜索得到的滑面为准进行嵌固深度的设计将会因嵌固深度设计得过短造成锚索的失效,不利于边坡的安全。
2.
Steel pipe piles are used to support the bottom of steel sheet pile to avoid excessive bottom displacement and cofferdams unstability due to less embedment length of steel sheet pile cofferdams.
广州猎德大桥水中桥墩的支护方案采用钢板桩+钢支撑的支护体系,设计中采用钢管桩对钢板桩底部护脚的方法,解决钢板桩围堰可能由于嵌固深度不够而发生桩底位移过大的失稳破坏的问题,使工程顺利实施,为钢板桩在类似地质条件下的应用提供经验。
4) effective reinforcement depth
有效加固深度
1.
From the real project, according to mass monitored data, the paper discusses reinforcement mechanism and effective reinforcement depth under vacuum and surcharge preloading.
本文从宁波大榭招商国际集装箱码头陆域吹填工程实践出发,根据大量现场实测数据,对真空联合堆载预压加固机理及有效加固深度等问题做了一些讨论。
2.
By giving a review of the reinforcement mechanism of dynamic consolidation,the effective reinforcement depth and the laws of increasing and decreasing of pore water pressure,the research situation of three key factors in dynamic consolidation method have been summarized.
通过对国内外强夯法的加固机理、有效加固深度、孔隙水压力的增长与消散规律的回顾,总结了强夯法加固地基技术中的三个关键因素的研究现状。
3.
The effective reinforcement depth of dynamic consolidation is determined and rational suggestions are proposed for same engineering.
通过采用钻机钻孔取样、探井取样、标准贯入试验、室内土工试验及瑞利波速等检测方法 ,提供了地基承载力和湿陷性消除深度 ,确定了强夯有效加固深度 ,并对类似工程提出了合理的建
5) effective consolidation depth
有效加固深度
1.
These formulas can also provide a new way to estimate the effective consolidation depth of the soft ground by vacuum prelo.
根据有效应力原理,通过对真空度转化为土中有效应力增量的过程和机制分析,考虑地下水位的影响,推导土中不同深度上有效应力增量的计算方法,并根据建立的理论公式分析真空预压的有效加固深度与加固体效果。
6) Effective reinforcement depth
加固有效深度
1.
Terzaghi,the mechanism of improving the soft ground by vacuum well-point dewatering and preloading and the change of effective stress and effective reinforcement depth were studied.
采用太沙基有效应力原理并结合观测得到的数据,对真空井点降水联合预压加固软土地基的机理及加固有效深度、有效应力的变化问题进行了理论分析。
补充资料：窦固(见窦固攻北匈奴)
窦固(见窦固攻北匈奴)
Dou Gu
Doll GU窦固(D ouGu，?一公元88)东汉中期将领。字孟孙。扶风平陵(今陕西咸阳西北)人。名将窦融侄。历任奉车都尉、卫尉等。以率军攻北匈奴著名。见窦固攻北匈奴。
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