1) deformation modulus
变形模量
1.
Using relationship between permeability and depth to determine the deformation modulus of large-scale rock masses;
用渗透性随深度变化规律确定大尺度岩体变形模量
2.
An approach for estimating deformation modulus of subsoil based on porous medium theory;
基于多孔介质理论的地基土变形模量估算方法
3.
Size effects on deformation modulus of rock;
岩体变形模量的尺寸效应
2) modulus of deformation
变形模量
1.
Application of VJC-RMR method to determining rock mass modulus of deformation;
VJC-RMR法在岩体变形模量确定中的应用
2.
Back calculation of modulus of deformation and bearing capacity for foundation after dynamic consolidation;
强夯后地基土变形模量与承载力的反演计算
3.
Research on compression strength and modulus of deformation of cemented soil
水泥土抗压强度和变形模量试验研究
3) Deformation module
变形模量
1.
Deformation module of ground soil is an important index to weigh the mechanical characteristics of ground soil engineering.
地基土的变形模量是衡量地基土工程力学特性的一个重要指标,结合工程实例介绍了应用不同面积的承压板对同一点的地基土进行浅层平板载荷试验时,运用其测试结果计算得到地基土的变形模量并不一致,一般承压板的面积越大,变形模量值越小。
2.
Aiming at the situation of it has many factors of road bank settlement,it gets the charge parameter calculation using ANSYS,analyses the affection of road bank foundation soil deformation module,road bank filling soil resilience module,road bank filling soil quantity and road bank filling soil height to high road bank settlement,to accelerate the research of the deformation of road foundation.
针对影响路堤沉降因素很多的现状,选用ANSYS有限元软件进行变换参数计算,主要分析了路堤的地基土变形模量、路堤填土回弹模量、路堤填土容重、路堤填土高度对于高路堤沉降的影响,以促进公路路基变形问题的研究。
3.
Doe this reason, a method is proposed to invert the divisional deformation modules using the Hopfield network.
提出了应用 Hopfield网络来反演分层分区变形模量的方法 ,并对网络的构建、稳定性进行了探讨 。
4) modulus of deformation
形变模量
1.
A new index on modulus of deformation which used for the deformating phase of expansive soil is analysed and put forward in this paper,and the necessary parameters for constructing the embankment with natural expansive soil and setting up the design fomula of reinforced slope are presented.
对楚大公路滑坡膨胀土进行了较全面的土性试验 ,分析并提出了膨胀土在变形过程中的形变模量新指标 ,获得了直接用膨胀土填筑路堤、建立边坡加筋设计公式所需的参
5) deformation modulus method
变形模量法
1.
Combined with practical engineering,the article analyzes the causes of errors during calculating CFG pile settlement with deformation modulus method and pile-soil stress ratio method,and proposes modifier formula of settlement calculation from correlative factors of calculation formula,which to offer criterion to perfect settlement calculation of CFG pile.
结合实际工程,对变形模量法与桩土应力比法在计算CFG桩沉降时产生误差的原因进行了分析,从计算公式相关的因素出发,试图提出了沉降计算公式修正公式,为完善CFG桩的沉降计算提供了依据。
6) the strain modulus E_(v2)
变形模量Ev2
1.
In light of the demand of passenger-special line on subgrade examination technology,the author introduces the strain modulus E_(v2) and K_(30) plate loading test methods,calculation methods and the similarities and differences between them,puts forward and analysis those questions in the test,which need great test and need to be further explored.
针对客运专线对路基检测技术的要求,介绍了变形模量Ev2与地基系数K30平板载荷试验方法、计算方法和它们的相同与不同之处,提出并分析了试验中应注意和需进一步探讨的问题。
补充资料：岩石变形模量
岩石变形模量
deformation modulus of rock
yanshlb一anx一ngl下旧1一ang岩石变形模里(deformation modulus of roek) 指强度极限范围内的岩石应力应变之比。是岩石物理力学性质之一。在作反复加卸载试验时，岩石的总变形包括弹性变形和永久变形两个部分。岩石的变形模量ED为加在岩石上的应力与总变形之比，即 J八 百「一— 一’￡。十Cp式中氏为岩石所受的应力;‘为岩石的可恢复变形;哪为岩石的不可恢复变形。 (周昌达)
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