Study on statistical rule of shear strength parameters of soil in landslide zone in Three Gorges Reservoir area;
三峡库区滑带土抗剪强度参数的统计规律研究
Elaborated the actualities and lack of slope stability analysis currently,based on the Hoek-Brown criterion,establish the analysis model in slope stability analysis,provide a new solution for finding shear strength parameter in the similar question.
阐述了边坡稳定性分析的现状和不足,基于Hoek-Brown准则,在岩质边坡稳定性分析中建立分析模型,提出了一种在类似问题中确定抗剪强度参数!、c的新方法,最后以实例来说明此方法的运用。
This paper makes experiment and study of shear strength parameter for the regional saturated cohesion soil(clay and silty clay) and the silty soil in Liaoning,gets regular acknowledgement of shear strength of the clayey soil in the area of Panjin City,and makes progress in evaluating the reliability of the soil.
目的试验与分析辽宁区域性饱和黏性土(黏土与粉质黏土)和粉土抗剪强度参数。
Analysis of shear strength parameters for calculating earth pressure in soft soil foundation pit;
软土基坑土压力计算抗剪强度参数的分析
Study on relation of shear strength parameters with saturation of remolded unsaturated cohesive soil;
重塑非饱和粘土抗剪强度参数与饱和度的关系研究
For the purpose of investigating the size effect of shear strength parameters of rock joints,the profile of rock joints were reconstructed based on the random fractal method.
为了研究岩石节理抗剪强度参数取值中的尺寸效应问题,采用随机分形方法,重构了岩石节理剖面线,在此基础上,应用数值直剪试验方法,研究了不同分维值岩石分形节理抗剪强度参数随节理尺寸的变化规律。
By means of direct shear test of the riverbed sandy cobble and broken stone,the shearing strength parameters variation regular pattern are comparatively analyzed under different test conditions;and dry density or percent fines adjust sandy cobble and broken stone shearing strength.
通过对河床砂卵石及爆破碎石的无黏性粗粒土直接剪切试验,对比分析了在不同试验状态下两种粗粒土的细粒含量和干密度分别对其抗剪强度参数的影响以及抗剪强度参数变化规律;试验结果表明,两种粗粒土的抗剪强度参数基本是随着干密度的增大而增大,摩擦角在细粒含量较小时稳定在某一特定值,随着细粒含量的增加而迅速减小;而当干密度增加到一定程度后不同试料在不同试验状态下,咬合力各自都将趋于某一稳定值。
A good correlativity exists between clay grain content and shearing strength parameter of weak intercalations, under the conditions of identical geological environment and main mineral constituents of illite and same consistancy states.
分析表明,赋存环境相同、粘土矿物成分以伊利石为主的软弱夹层,在相同稠度状态下粘粒含量与抗剪强度参数具有很好的相关性。
JRC-JCS Model and Its Application on Studying Shear Strength of Rock Joint;
JRC-JCS模型在抗剪强度参数取值中的应用
Determination of shear strength parameters for stability check of Dayantang landslide
大岩淌滑坡稳定复核抗剪强度参数的取值研究
The analysis and determination of shear strength of Jinle landslide slip zone
金乐滑坡滑带土抗剪强度参数分析与确定
Discussion on the Influence of Matric Suction of Unsaturated Soil on Shear Strength Parameters
非饱和土基质吸力对抗剪强度参数影响的探讨
SIZE EFFECT ON SHEAR STRENGTH OF BASALT ROCK MASS WITH COLUMNAR JOINTS
柱状节理玄武岩体抗剪强度参数尺寸效应研究
The engineering dealing method of rock shear strength parameters and its application
岩体抗剪强度参数的工程处理方法及其应用
Comparison and Analysis of the Shear Strength Parameters Test about Red Clay of Passenger Transport Line from Wuhan to Guangzhou
武广客运专线红黏土抗剪强度参数试验对比和分析
Mechanism Study of the Soil Shearing Strength Under the Changing of Environmental Factors in Geermu Region;
环境因素变化对格尔木地区盐渍土抗剪强度参数的影响研究
Back-Analysis on Shear Strength Parameters c & (?) with Application to Foundation Pit in Xinjiang;
新疆基坑工程中抗剪强度参数c、（？）的取值反演及应用研究
A new inversion method of rock-soils parameters based on complex-variable-differentiation method
一种基于复变量求导法的岩土体抗剪强度参数反演新方法
Hardening function of two-parameter twin shear unified failure criterion
双剪双参数强度准则硬化函数的探讨
Three-parameter Generalized Failure Criteria Based on Tension,Compression and Shear Uniaxial Strength
基于拉伸、压缩、剪切单轴强度试验值的材料三参数广义强度准则
Study on application of earthquake-resistant and shear-resistant strength theory of stone structure
石砌体结构抗震抗剪强度理论的应用
Experimental Study on Shear Strengthening of RC Beams with CFRP Sheets;
CFRP加强混凝土梁抗剪强度的试验研究
Determination of the Shear Strength Parameters of Rock Mass Based on Nonlinear Failure Criterion
基于非线性破坏准则的岩体剪切强度参数确定方法
Shear Strength Behavior of Over-consolidation Clay in Ring Shear Tests;
利用环剪仪对超固结黏土抗剪强度特性的研究
Shear strength behavior of overconsolidated clay in ring shear tests
采用环剪仪对超固结黏土抗剪强度特性的研究
Research on influences of particle breakage and dilatancy on shear strength of calcareous sands
颗粒破碎及剪胀对钙质砂抗剪强度影响研究