Based on the conception of simple stoichiometric reaction, a two-tier optimization method for complex reaction path synthesis problems is addressed.
在简单计量系数反应方程的基础上,对复杂反应路径综合问题提出了双层优化法。
In this paper, a new conception of simple stoichiometric reaction is proposed for the reaction path synthesis problem.
对反应路径综合问题提出了简单计量系数反应方程的概念,通过对反应原子矩阵的数学变换可以直接枚举出物理意义明确的所有简单计量系数反应方程,从中即可容易地筛选出所需的反应路径方案。
Numerical simulation of stress path tests on sand;
砂土应力路径试验的数值模拟
Tangent elastic modulus of Duncan-Chang model for different stress paths;
不同应力路径下的邓肯–张模型模量公式
Discussions on yield criterions and stress paths of soils in tests and numerical analyses;
土体材料屈服准则及试验和数值分析应力路径探讨
Test and modulus formula for lateral unloading and loading stress paths during excavation in foundation pit;
基坑工程侧向卸、加载应力路径试验及模量计算
Research on relation between soil pressure and displacement by tests of stress paths;
土压力-位移关系的应力路径试验研究
And also unique effective stress path is demonstrated to be true of equations of pore pressure under various total stress paths.
通过正常固结饱和粘性土的三轴固结不排水试验,分析了在正常固结饱和粘性土在三轴固结不排水应力路径下考虑土应力应变非线性的孔隙水压力方程,根据有效应力路径唯一性原理,推导出适用于其他应力路径下正常固结饱和粘性土的孔隙水压力方程,并通过一个工程实例验证方程的工程实用性。
On stress route of loosening soft soil and its strength influence;
卸荷软土的应力路径及对强度影响的研究
The development of inducing stress aeolotropism in clay which was not only decided by the maximum stress force, but also lied on the stress route of reaching the maximum stress point of clay.
粘土的应力诱导各向异性的发展,不仅仅是由过去所受的最大应力决定的,而主要取决于到达最大应力点的应力路径。
Started from stress route,it analyzes the principles of vacuum rainfall reinforced road bank thick soft base.
从应力路径的角度出发,详细分析了真空降水预压技术加固桥坡深厚软土地基的机理,结合实际工程,分析了真空降水预压加固高填土桥坡软基的技术特点、加固效果,为防治桥头跳车提供了一条新的思路和途径。
Study on Point Safety Factors under Different Stress Paths
基于不同应力路径的点安全系数研究
Silt Response to Different Cyclic Stress Path;
不同动应力路径下粉土动力特性试验研究
EFFECT OF STRESS PATH ON SURROUNDING ROCK PRESSURE OF SUPER LARGE-SECTION TUNNEL
应力路径对特大断面隧道围岩压力的影响
Analysis of mechanical characteristics of soft soil under different stress paths
软土在不同应力路径下的力学特性分析
Application and Study on Mechanical Properties of Subgrade Soil Considering Stress Path;
考虑应力路径变化的路基土的力学特性研究及工程应用
Plane Strain Experiment Research of Simulating Stress Path of Excavation Pit by the True Triaxial Cell;
模拟基坑应力路径的真三轴平面应变试验研究
Effect of stress path circumgyration on shear modulus under small strain
小应变条件下应力路径旋转对剪切模量影响
The Influence of Stress Path on the Stress-Strain Relationship of Sand and Its Application to the Calculation of Earth Dam Design
应力路径对砂土的应力—应变关系的影响及其在土坝设计中的应用
Research on Pressure Characteristics of Gas Reservoir and Mechanical Effect of Stress Path for Shallow Gassy Sand;
浅层储气砂土的气藏压力状态与应力路径力学效应研究
The Behaviour Research of Triaxial Compression Test Under the Different Stress-Path in Dagan Ping Soft Clay
大甘坪软粘土不同应力路径的三轴试验特性
Study on Constitutive Relationship of Rockfill under Simulating Actual Stress Path of Dam;
模拟大坝实际应力路径下堆石料本构关系研究
Research on Lateral Unloading Stress Path and Wall Deformation For Foundation Pit;
基坑侧向卸荷应力路径及挡墙侧向变形研究
The Optimization of the High-Filled Roadbed;
应力路径法实现高填方软土的加固与优化
Experimental study of stress path of shallow gassy sand of Hangzhou Bay
杭州湾浅层储气砂土应力路径试验研究
Study of coupling cyclic test of saturated clay under different stress paths
不同应力路径下饱和黏土耦合循环剪切特性
The Influence of Strain Path on Mechanical Behaviors of Steel 907A;
应变路径对907A钢力学行为的影响
Study of Reaction Pathway and Kinetics of Cl Atom with HCOOH
氯原子与甲酸反应的反应路径和动力学研究
Application of GIS in Selection of Line Path During Electric Power Line Surveys in Three-Dimensional Transmission Line
三维送电线路GIS系统在电力线路勘测路径选择中的应用