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1)  strength reduction
强度折减
1.
Research on the property of rock shearing strength and strength reduction method;
岩体剪切强度特性及强度折减方法研究
2.
Determination of the anchorage depth of rigid anti-slide piles based on strength reduction method;
基于强度折减的刚性抗滑桩锚固深度确定
3.
Numerical analysis for bearing capacity of undrained two-layer clays by FEM with strength reduction;
不排水双层粘土地基承载力的强度折减有限元分析
2)  strength reduction method
强度折减
1.
Analysis on the deep anti-sliding stability of concrete gravity dam foundation by FLAC strength reduction method
强度折减方法分析重力坝深层抗滑稳定性
2.
By using the strength reduction method,the stable situations of the landslide under the primary situation,impounding situation,rainstorm situation,rapid drawdown situation,earthquake situation are analyzed in detail.
从地质条件出发,详细分析了滑坡的成因,以大型的岩土工程数值分析软件(ADINA)为研究手段,建立有限元计算模型,用强度折减的方法分析了滑坡体在初始工况、蓄水工况、暴雨工况、水位骤降工况和地震工况下的稳定情况,根据滑坡的失稳情况,在综合考虑的基础上,提出了削坡减载和地表排水相结合的治理措施,计算结果表明,治理措施是可行的,研究结果对设计和施工具有较大的参考价值。
3.
The results shows that using the FDM strength reduction method can got the internal slide surface and safety factor about the reinforced earth walls,and can provide proof for reinforced earth walls engineering design.
利用FLAC~(3D)软件分别对不同的填土参数及筋土界面参数等情况进行加筋土挡墙有限差分强度折减计算,分析得出不同情况下加筋土挡墙的安全系数。
3)  Shear strength reduction
强度折减
1.
20 is received through shear strength reduction method.
通过有限差分软件FLAC3D对滑坡进行了三维稳定性计算和分析,采用强度折减法计算出蓄水边坡的安全系数。
2.
The general principle of DDA,discontinuous deformation analysis,and the shear strength reduction are discussed simply.
介绍了非连续变形分析(DDA)方法和强度折减法的基本理论,提出了基于DDA的强度折减法求土坡安全系数的方法。
3.
The Duncan E - B model and the generalized Mises model as the ideal elastic - plasticity model are adopted, and the applicability that the soil constitutive relation for slope stability estimation by FEM with shear strength reduction will be discussed.
讨论了土体采用邓肯E-B模型和理想弹塑性的广义米塞斯模型时,强度折减有限元法分析土坡稳定的适应性。
4)  strength reduction method
强度折减法
1.
Nonlinear finite element analysis on stability of slope based on strength reduction method;
基于强度折减法的边坡稳定性非线性有限元分析
2.
Application of strength reduction method in Hoek-Brown criterion;
强度折减法在Hoek-Brown准则中的应用
3.
The bisection method applied in strength reduction method of bearing capacity of foundation;
二分法在确定地基承载力的强度折减法中的应用
5)  strength reduction technique
强度折减法
1.
Study on strength reduction technique considering rheological property of rock and soil medium;
考虑岩土体流变特性的强度折减法研究
2.
On rational clear spacing of tunnel with small clear spacing based on strength reduction technique;
基于强度折减法小净距隧道合理净距的研究
3.
Based on the strength reduction technique for nonlinear finite element analysis of slope stability the arc-length control method for calculating the fracture loading of structure and tracking the softening of structure deformation is introduced to improve the calculation.
在有限元强度折减法的基础上,引入计算结构临界状态荷载值的弧长法进行边坡工程稳定分析。
6)  strength reduction methods
强度折减法
1.
Comparison & analysis of transfer cofficient methods & strength reduction methods of FLAC——An engineer example of houzishi landslide;
传递系数法与FLAC强度折减法比较分析——以猴子石滑坡分析为例
2.
Combined with engineering example,the strength reduction methods were adopted to analyzing the rock slope stability influence factors considering unsaturated seepage with different rainfall intensity and duration.
在饱和-非饱和渗流理论及岩质边坡土-水特征曲线的基础上,对岩质边坡在降雨入渗情况下非饱和区基质吸力的变化及暂态饱和区的形成进行分析,结合工程实例,采用强度折减法在考虑不同降雨强度及持续时间对非饱和渗流岩质边坡稳定性的影响进行分析。
3.
Based on the nonlinear finite element method(FEM)and the strength reduction methods,analysis method aiming at the above behaviors of expansive soils is discussed,and some new finding is acquired.
以非线性有限元法及基于应力状态的强度折减法为基础,探讨了上述特性的模拟方法。
补充资料:抗折强度


抗折强度
bending strength

  kangzhe qiangdu抗折强度(bending strength)材料单位面积承受弯矩时的极限折断应力。又称抗弯强度、断裂模量。颗粒配比是否合理、气孔的大小和数量、组织结构是否均匀一致、颗粒间结合是否牢固等是决定耐火材料抗折强度大小的重要因素.提高衬火材朴的抗折强度,主要工艺手段是:改进砖料的颗料级配、加大成型压力以提高制品坯体的密度,使用优质结合剂和提高制品的烧结程度。 室温下测定的抗折强度称为常温抗折强度;当材料预先加热至某一温度并保温一定时间(通常为30min)进行抗折试验,所得强度值称为该温度下的高温抗折强度,也称热态抗折强度。(见彩图插页第n页) 在所有耐火材料中,用作转炉炉衬的镁破砖和不定形衬火材并,高温抗折强度是衡量其性能的不可缺少的指标。 测定抗折强度,中国标准《耐火制品常温抗折强度试验方法》(GB3。。1),《耐火制品高温抗折强度试验方法》(GB 3002),《铸锭用绝热板常温抗折强度试验方法》(Z BQ 45005),其要点是:从被测制品上切取断面为正方形的长条试样,在抗折试验仪上进行试验,见图。 李L士2阵弃王 抗折试验装置原理图按下述公式计算抗折强度: ~3 FL、,~ 凡=份三于苍,MPa 一,Zb尸’一’-一式中R。为试样抗折强度,MPa;F为试样折断时最大载荷,N;L为下刀口之间距离,mm;b为试样断面宽度,mm;h为试样断面高度,mm。 测定易氧化材料的高温抗折强度时,加热炉内应充中性或还原性气体,或用碳质材料将试样搜盖,以避免试样氧化。 (王通荣)
  
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